The URL can be used to link to this page

Home My WebLink AboutContract 55001-PM1CSC No. 55001-PM1 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 2 2 4 5 6 % g 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions nn� i�� rr.,;+..+;,,,, .,. a;aae,.., nnov�i� r�.,,..-.,,.�:,.r� +,, a:aae,.� nn � � nn �a�n 00 42 43 Proposal Form Unit Price n�� a:a n„�a AA�� i �;aao,-� n,.o,,,,.,i;f;,, �• � 00 45 12 Prequalification Statement nw"-^�3-�� n;aae,. n,.e,.,,.,,;�,..,�;,,,, n,,,,i;,.a� 00 45 26 Contractor Compliance with Workers' Compensation Law n�_nn �,r:��,.:+., u„�, o ��„� ,-.,,�„ �,..,i 00 52 43 Agreement 00 61 25 Certificate of Insurance 00 62 13 Performance Bond 00 62 14 Payment Bond 00 62 19 Maintenance Bond �o^o--',��o VbTI••«••GICC1 l�ii�[I��TIJ 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Proj ects Division O1- General Requirements O1 11 00 Summary of Work O1 25 00 Substitution Procedures O1 31 19 Preconstruction Meeting A� �`L;� n ,....,,,+;,,� n,.,.,.,.o�� e,.�o,�„io s. �cv^irsac�vcxvzrrrv�res.rvviiccrary O1 32 33 Preconstruction Video O1 33 00 Submittals O1 35 13 Special Project Procedures O1 45 23 Testing and Inspection Services O1 50 00 Temporary Facilities and Controls O1 55 26 Street Use Permit and Modifications to Traffic Control O1 57 13 Storm Water Pollution Prevention Plan no�o i � �re , n,. ,.� c; O1 60 00 Product Requirements O1 66 00 Product Storage and Handling Requirements O1 70 00 Mobilization and Remobilization O1 71 23 Construction Staking O1 74 23 Cleaning O1 77 19 Closeout Requirements O1 78 23 Operation and Maintenance Data O1 78 39 Project Record Documents C1TY OF FORT WORTH SOU7'HOFFOURTHRIVERWALKRESIDENCESPHASE2 PAVING STANDARD CONSTRUCTION SPECIF'ICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CP101597 Revised December 23, 2015 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents None Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htns_//proj ectpoint.buzzsaw. com/client/fortworthgov/Resources/02%20- %20Construction%20Documents/S ecifications Division 02 - Ezisting Conditions 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair n� on nn r�r,.a;f:,.,,�:,,.,� +„ �.,;�+;,,.� r�,,,,,.,.a+v_;:.-. � � Division 26 - Electrical 26 OS 00 Common Work Results for Electrical 26 OS 10 Demolition for Electrical Systems 26 OS 33 Raceway and Boxes for Electrical Systems 26 OS 43 Underground Ducts and Raceways for Electrical Systems Division 31- Earthwork 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow � ��'z4 "��—i�� 31 25 00 Erosion and Sediment Control �� nn �,.�;,,r� Division 32 - Exterior Improvements 32 O1 17 Permanent Asphalt Paving Repair �z�TtY� To,k.«.,,..,«.� A �«b...l+ D�..:,�.�, A o,�,�;.. 32 O 1 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving �iT�r3J A �«L.�l+ D�.�;,,.. ! �o..l. C�.,.,1..«+� 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps CITY OF FORT WORTH SOUTH OF FOURTHRIVERWALK RESIDENCES PHASE 2 PAVING STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CP101597 Revised December 23, 2015 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 2 1 2 3 4 5 6 7 g 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2/ 2g 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SO 32 13 73 Concrete Paving Joint Sealants �i 1 A 1� �.-:..L T T«;� D��:.�... 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings ��iz� r-�t�..;r r :..,. �e�,.e� .,�,i �.,,.e� �� z� �c �xr � a r +o� �zzl t�T-a�r�cc� �i�i �A UII.�...i L`„«..e� .,....i !'_�4e� �v� �z � r,.�+ ;� n�.,,.e r�„�..,.e�e ne+.,:..;r,. �xi.,ll� 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities �3n i� n c e...e,. a r,r.,,,�.,,i o•rv�+:„,. �o�,.�-��-� �s ��-0�-z� �i,,.,oa r�;,.,,,,;+rreie,.;�:,.� �r+rTT» rr�„o,.*;,,,. ��r-0J i n u.,...,�� n,,,,,,,;,,,, „�'�.:.,+;,.,. �e..,o,. a.,�+e,..,,. � �� .t � n r,.;�� u,,.,a;,, �a ��o,.,-,-;,.�t r��.,f� �� nn i i r-� • r +,- i�r + c�.,�;,,«� vorio��rso'ix voixcxvx xooc vcac=oxru 7� !1� 1') T,T.,..«o.,:,,,�. A«...�lo ("�.,+1..,.�1:� Dr.,+o�+;�,�. C.,..+e.,., �u� �.�..... �...,.... ..,......,... , ..,�., ...,� ..,.....___ �� n nn rie.,,.,;.,,..,ra n,.,,o..�.,,,,.e rrv�+:r,� „f�x�.,+o,.��rz�..., ...��...b .,. ...��.,_ _._... ��.�rin rT+;�:«., rr,.e�..t� �.,,.,,,,.,+;,,,, �,,,t,v,t,.,..,,�+ �a n,,,a�f;tt , ," �� !1G 1 7 t�i-i :ri'cTT-�•"c�nv oo'cixix� 33 OS 13 Frame, Cover and Grade Rings 33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade '�3J-0.-�ri� r,...,.«e+e �7i�.,+e,- �7.,.,1+� »v.rz� r,.,,,...o+o r,.ti.,,.., ��C _i 1 T,,,�.,,, el T; a.- Dl.,�o ��-0�� c+ooi r ,. n:w, 3��» u.,ra T„�„e�;�,. ��-0�'��4 r.,��„i�.,+; ,.c r�., e,. n;.,.e � r., ,. •r„ ai r. ,. ni...o ��-(�� TT,-;i;�.., ��r.,,.iro,.�ir ,.,..,�,,,.� ��yTs7G �•,«1.,,-..cvr ' iitcicviscioirror F�.��:,"' i TL:l;tie� r--s �� z, „ T,,,,.*;,o r,.,,., �;.+;,,,�n �� i, � n,.�.,.,;.,.,i r�i.i,.,.:ao invr� n,.o��,�,.,, n;..e �3-1 i i� �..�o�e g� ;...� n; n� �x�r oa c+��i � i_�a�� r.,�e . .t.�� . ., »t.t.....� .... ' ..J'' .. ' JY.. �3Jz�--�iz� U,,,.:0.7 Q+ovl D;,,,o .,,-..a R;t+;nat 3��3 n,.v �+,-e °a r„ o�o r„i;,,ae.- n;,� �� n �xr..+,.,. �,,,,,,;,,,,,, i �,.i. +,. � ;,,,.i, ��T�� n,..,;r.e�+ eo,.toa r-„+e ��..�.,e ��z�--�. n �xnx� n n„ta..o,. ce.,+ea n,,.+o,-�<, t�.,t �� r,,,,.,o,.�;,,,, +,. �..;��i,.,n �xr,.�,... r,r.,:�� n r� i.• +• �• �� .,e n.,�e,..,t,t;o� r,. n,.�.,�io u�.,+o,. c.,�+o,,., �� nn ri,.., u.,,.,.et �;,-oJr.,a...,r+.. ��-i�cn �xr.,*o« C.,,,,.,��o �+.,+;,,,,� �3�z'. �n ai,..<, �F�v.,t.,e� �� r,,,-oa ;� Di,,,,o n:.,.o ir�ron� CTl'Y OF FORT WORTH SOUTH OFFOURTHRIT�ERWALK RESIDENCES PHASE 2 PAYING STANDARD CONSTRUCTION SPECIFICATION DOCUMENPS — DEVELOPER AWARDED PROJECTS CP 101597 Revised December 23, 2015 O17839-4 PROJECT RECORD DOCUMENTS Page 4 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2� 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 . � _�.. � • , �. . � �. . . . . � � - - . . . • � . . � � ..� • -� -- . � �- � , _u • • .. , � � . � . .� � . •. . � � _ .. . _ ,�.� _ - ■ - Division 34 — Transportation �-^i A-Ti r� De«..��,;«.. T,-.,�:., Q;�.�]a 34 41 20 Roadway Illumination Assemblies 34 41 30 Aluminum Signs 34 71 13 Traffic Control Appendig GC-4.01 GC-4.02 Subsurface and Physical Conditions . �. _ � � �_ . . • � • �� . � . . � _. �� - '_ 43 END OF 5ECTION CITY OF FORT WORTH SOUTHOFFOURTHRNERWALKRESIDENCESPHASE2PAVING STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CP101597 Revised December 23, 2015 110 42 43 DAP - HID PROPn3AL Pagc 4 of7 sEcnoN oo az as Developer Awarded Projects - PROPOSAL FORM UNIT PRtCE BtD Project Item Tn£ormatian .Bidlist ItemT— � Desc on +`Specification i Unit of No. C � I Section No. � Measuee W. _ 1_� � UNIT IV: PAVING IMPROVEMENTS 1 0170.0100 Mobilization � L�0 2 0241.010D Remove Sidewalk SF ,�02 41 13 3 0241.0401 Remove Concrete Drive �— SF J� 02 41 13 � 4 0241.1300 Remove Conc Curtr & Gutter LF 02 41 13 5 �3211.0701 6"CementTreatment� _� SY 3211 99, ^ 6 � 321 LO600 Cement � 25 Ibs/SY � TON r 32 7 7 19 —I--• - 7� 3213.0102 7" Conc Pvmt �SY 32 13 13 8 3213.0401 6" Concrete Drivewa SF —? 33 13 13 � 9 3216.01D1 6" Conc Curb and Gutter LF � 32 16 13 _ -- --•. -- . 10 i 3�1:.D3D1 4" Conc Sidewalk __ SF __ 32 13 20 17 �32 t 3.0501 Barrier Free Ramn„ T: F:(e R-1 EA 32 13 20 12 `3�'17.0001 4'` SLD Pvmt Markinp HA5'W � LF � 32 97 23, 13 � a2�1.010� To,>soll CY 32 91 19 i _ 14 32�2.010� Block Sod Placement _ _ SY _ 32 92 T3 � 15 33L1!"i.0111 Valve Bax Adjustmeni �A 33 OS 14 � � —r— -- , 16 I,�=' 1.40d6 Install Alum Sign Ground Mount EA 3441 30 � 17 �� • � End of Road Barricade �_ EA _ T 34 41 30 ! 18 — - — —F----- 19 i I 20 ^ i� 2�� — i�?? __. — - � 23 f 2a ;.�_. _ 25 I _ 26 �+ � � 27 �� T 28 --_... � � � 29 � 30 I � I � 31 �� 3� -_.� � , . _.. �� 34 I 35 � � 36 � 37 38 i 39 .�. 40 , _.. 4� __� �� 42 I_—a3 _ i � 44 i 45 _� �� _ � CITY OF FORT WORTY. STANnAH:O CY)NSTR.UCI'ION SPECIFfCATION DOCUMEM'fS - DiiVBLOPHR AWARDS➢PROJECTS Foon Version May?2, 2019 Bidc�er's A,pplication BiddePs Praposat B�d I UnitPrice 1 BidValue Quankity _ _ 1 I $12,OOD.00:V$12,000.00 1$D $3.00 $540.00 1264 � � $2.OQ $2,528.00 210 I $18.00 $3,780.00 1518 . $8.00. �$12,144.00 18.975 $330.00 $6,261.75 1365 $80.OD $109,2Q0.00 88d $10.00 $6,800.00 925 . $3.OD $2,775.04 3i95 I _ $6.5D $24,667.50 2 � $750.00 $1,5Q0.00 255 ; $7.00 $1_785.06 352 � $12.001 $4,224.00 540 , $7.00�$3,780.00 1 _, __ $500.001. $50Q.00 1 $800.00� $800.00 _ � $1,500.00 $6,000.00 � Paving and Street Lighting fmpmvements m Serve South of Founh Rivetwalk Residencu PBese 2A Capyof004243 BidPmpo�l ➢AP_Rcv_OS-22-19 � 00 42 43 DAP-BTD PROPOSAL Pege 5 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM U�JIT PRiGE B[D �idd�r's l�pp�ication ,-- - - -- — - � Project Item Information Bidder's Proposal i Bidlist Item Specificatian Unit af Bid — Description — i Unit Price — Bid Value No. , Sectiou No. Mrasure Quuntity UNIT V: STREET LIGHTING IMPROVEMENTS 1 3441.4007 Install Alum Si �n Ex Poie Mount i _ E� 35 41 40 1 u$1.000.00 $1,U0( I 2 �2605.3015 2" CONDT PVC SCH 80 .(7j � � LF � 26 OS 33 i 260 $20.00 $5,20( 3 3441.3303 Rdwy Illum Foundation TY 7 � EA I 34 4120 C 3 $3,200.00 $9,60( . __ - --. -•• -- � --- - __ _ 4 Standard Light Pole & Fixture LED i. EA 34 4I 20 3 I $9,OD0.00 $27,OOt - --^ -- - ...--- - - �_ 5 3441.1410 NO 101nsulated Elec Condr � EA 3441 ]U 780 $3.00 $2,34( 6 , 7 i. 8 _ . � 9 3 14 11 �.- 13—� � i � 14 I 15 16 . 17 � �$ — — 19 .-� 2� `_._-- i 22 - -23 . -- 24 I.�____ _ 25 26 I 27 . --- — t 2s T 29 _ _ ._...._....... 30 - -. _._._.._._.._...---- 31 32 33__ � 34 � ss � � . . _ .� 36 � 3g � i � __�O__. � �- ,' 41 Ti — ' � �� 42 i ; 43 44 � _ 45 y I TOTAL UMlT V: S7REET LI(3HTiNG IMPROVEMENTSI $45,14D. CITY OF FUR9' WC1RT'H 3TANDARD CONSTRUCTiON SPTC7FICATTON DOCUMBNTS - DL VLLOPER AWARDED PROJfiCTS Fortn Vorsion May 22, 2C 19 DO Paving and SVeet Lighting 7mprovemen�a to Serve 3out6 of Faurth Rivciwelk Reaidences Phaee 2A Copyof004243_SidProtwsal DAP Rev_OS•22-19 u� 00 42 43 DAP-BfDPROPOSAL Pege 7 af 7 SECTION 00 42 d3 Developer Awarded Projects - PROPOSAL FORM UNIT P��C� Bi17 Bmdder's �pplication - -- - . - --- ; Projecc Aem Infarmalion Bidde�s Proposal i DidlistItem Specificarion Unitof Bid No. Description gecrioo No. Measure Quantiry Unit Price Bid Value Bid Summary � UNIT I: WATER IMPROVEMENTS �F UNIT II: SANITARY SEWER IMPROVEMEN7S UNIT III: DRAINAGE IMPROVEMEN7S UNIT IV: PAVING IMPRO'VEMENTS UNIT V: STREET LIGi-ITING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS Total Constraction Bid This $id is submitted by the entity named below: BIDDER: Nurth Te�rns Cm�tracting, Inc. 4999 Keller Haslet Road Keller, Teias 76244 Contractor agrees to comptete �i%ORK for FiNAL AC.CEPTANCE within CON'fI2ACT commences m run as provided in the General �Conditions. BY: Zach Fusilier � � �� 7'TI'LE: VicePresident' l� DATE: � i� L i' r 'x C' wnrking days after the date when the -�- — END OF SECT[ON CfIY UF FORT WUftTH STANUARD CX7NSTRUCI'ION SPF.CIFfCpTTON I]CK:CJhIFNTS - DEVELOPAR .4WAR.DBD ARQIECTS Roan V�rsiun Muy 22, 2019 Peving ead Skcet Li�tinglmpmvemenis to Sarva South ofPourtt� Riverwalk Residence� Phaae 2A CopyoP00d243 BiAPrvpasal_DAP Rev_OS-22-]9 � � � � , � SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT 0o as iz DAP PREQUALIFICATION STATEMENT Page 1 of 1 Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Twe" box provide the comnlete maior work tvpe and actual description as provided bv the Water Denartment for water and sewer and TPW for avin� � � � � � BIDDER: � � � � � � .�J � � J � 1`�lorth Texas Contracting, Inc. 4999 Keller Haslet Raad Keller, Texas 76248 BY: Zach Fusilier 2 _____�� __ � -,�-- , (Signature) TITLE: Vice Pres�dent DATE: 11 �� /l�� f Cf' / � END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS Fortn Version September 1, 2015 CONTRACT DOCUMENTS PAVING PHASE 2A City Project No. 101597 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are cturently prequalified for the work types listed. 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City ProjectNo. 101597 Contractor further certifies that, pttrsuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: _ North Texas Contractin�, Inc. By: , Zach Fusilier Company (Please Print) 4999 Keller Haslet Road Signature: �� Address � Keller Texas 76248 Title: Vice President City/State/Zip (Please Print) TI� STATE OF TEXAS COUNTY OF TARR.ANT BEFORE ME, the undersigned authority, on this day personally appeared Zach Fusilier lrnown to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of North Texas Contractin Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this � S�"� day of � ��, l:�r ,20��t r � � CARSON CLAY COLLIER y��YPL� NOTARY PUBUC * * STATE OF TEXAS N.��F�,T'� MY COMM. EXP. �2-05-2024 N07ARY ID 1305275&2 �� -�-� ' Notary Public in for the State of Texas END OF SECTION CTTY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri12, 2014 South of Fourth Riverwalk Resideaces Phase 2A Paving City Project No. 101597 (35) working days 12/15/2020 005243-2 Developer Awazded Project Agreement Page 2 of 4 42 43 44 45 46 Article 4. CONTRACT PRICE 47 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 48 Documents an amount in current funds of Two Hundred For Six Thousand Four Hundred Twent 49 Five Dollars and Twen Five Cents !� 246,425.25 ). 50 Article 5. CONTRACT DOCUMENTS 51 5.1 CONTENTS: 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 A.The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation �davit h. MBE and/or SBE Commitment Form (If required) Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Proj ect's Contract Documents. 6. Drawings. 7. Addenda. 8. Docuxnentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH South of Fourth Rivenvalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOC[TMENTS — DEVELOPER AWARDED PROJECTS City Project No.1o1597 Revised Apri12, 2014 005243-3 Developer Awarded Project Agreement Page 3 of 4 84 Article 6. INDEMivIFICATION 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own egpense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification rovision is s ecificall intended to o erate and be effective even if it is alle ed or roven that all or some of the dama es bein sou ht were caused in whole or in art b an act omission or ne li ence of the ci . This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own egpense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification rovision is s ecificall►� intended to o erate and be effective even if it is alle ed or roven that all or some of the dama es bein sou ht were caused in whole or in �art, by anv act, omission or negligence of the ci �. Article 7. MISCELLANEOUS 104 7.1 Terms. 105 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 106 Construction Contract for Developer Awarded Projects. 107 7.2 Assigxunent of Contract. 108 109 110 7.3 111 112 113 114 7.4 This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. Severability. 115 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 116 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 117 continue to be valid and binding upon DEVELOPER and CONTRACTOR. 118 7.5 Governing Law and Venue. 119 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 120 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 121 Fort Worth Division. CIT'Y OF FORT WORTH South of Fourth Rivenvalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMEIVTS — DEVELOPER AWARDED PRO7ECTS City Project No.1o1597 Revised Apri12, 2014 12/15/2020 IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint Para obtener informacion o para someter una queja: You may call Arch Insurance Group's toll-free telephone number for information or to make a complaint at: 1-866-413-5550 You may also write to Arch Insurance Group at: Arch Insurance Group Harborside 3 210 Hudson Street, Suite 300 Jersey City, NJ 07311-1107 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O.Box149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the Arch Insurance Group first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or ,condition of the attached document. Usted puede Ilamar al numero de telefono gratis de Arch Insurance Group para informacion o para someter una queja al: 1-866-413-5550 Usted tambien puede escribir a Arch Insurance Group: Arch Insurance Group Harborside 3 210 Hudson Street, Suite 300 Jersey City, NJ 07311-1107 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149091 Austin, TX 78714-9091 Fax: (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Arch Insurance Group primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 00 ML0042 44 04 16 Page 1 of 1 AIC 0000324269 This Power ofAttorraey limits the acfs of those named herein, and they have �zo authority to bind the Company except in the manner and to the eztent herein stated Not valid forNote, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Value Guarantees. POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administratiae office in Jersey Cit}�, New Jersey (hereinafter referred to as the "Company") does hereby appoint: Don E. Cornell, Joshua Saunders, Kelly A. Westbrook, Ricardo J. Reyna, Robbi Morales, Sophinie Hunter, Tina McEwan and Tonie Petranek of Dallas, TX (EACH) its true and lawful Attorney(s)in-Fact, to make, execute, seal, and deliver from the date of issuance of this po�ver for and on its behalf as surety, and as its act and dced: Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding Ninei� Million Dollars (90.000,000.001. This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City, New Jersey. This Power of Attomey is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on September 15, 2020, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attomey; to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attomey is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on September 15, 2020: VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signacure of the Secretary, the seal of the Company, and certifications by the Secretary, may be a�xed by facsimile on any power of attomey or bond executed pursuant to the resolution adopted by the Board of Directors on September 15, 2020, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized office�, this 12th dav of October, 2ozo _�� Attested and Certified /'�� Y i s G/' � Regan A. Shulman, Secretary �- �o ' �X11pt7KATE ' SEAL 19TI STATE OF PENNSYLVANIA SS ��fdn� COUNTY OF PHILADELPHIA SS Arch Insurance Company �r - r.i�I �� Richard 5tock, Executive Vice President I, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Richard Stock personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as tlie free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. � � -7 �' F�� Moru� s�x rwuHac r�voo�. �wca�r+uouc e�,.r+�.d*�ana. ��. c�+er �y taer.rau+ e,��aC �utr �. � � f� ' :�.�`� � -�(,� � Michele Tripodi, Notary Public My commission expires 07/31/2021 CERTIFICATION I, Regan A. Shufman , Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated October 12, 2020 on behalf of the person(s) as listed above is a true and conect copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said Richard Stock, who executed the Power of Attomey as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company. IN TESTIAZONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this _day of_ , 20 � ' �� Regan A. 5hulman, 5ecretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. ��y� � PLEASE SEND ALL CLAIM INQUII2IES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance - Surety Division 3 Parkway, Suite 1500 Philadelphia, PA 19102 To verify the outhenticity of this Power of Attorney, please contatt Arth Insurance Compony ot SuretyAuth � (�I�rlMA7E`O��ee�� SChc � i9ll �� ic@archmsurance.com Please refer to the above nomed Attorney-in-Fatt and the detoils of the bond to which the power is attached. AICPOA040120 Printed in U.S.A. BondNo. SU1169345 006] 25-1 PROJEGT RECORD DOCUMENTS Page t of 3 1 2 3 4 5 6 ? THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 13 PERFORMANCE BOND § § KNOW ALY. BY THESE PIlt�SENTS: § 8 That we, 4rth Texas Contractin�. Inc� , known as "Principal" berein 9 and _ Arch Insurance Company _ , a corporate surety(sureties, if mnre 10 than one) duly suthorized to do business in the State of Texas, lmown as "Surety" herein (whether 11 12 13 14 15 16 17 18 19 20 21 one or more), aze held and furmty bound unto the Develnper, Fo�rth and �vlvania, Inc. , authorized to dn business in Texas ("Develnper") and the City of Fnrt Worth, a Texas municipal corparatinn ("City"}, in the penal sum of, Twn Aundred Fortv S� T��+ � our Rundred Twenty Fiv� Dollars and Twenty Five Cents ($ 246 425.25 lawfiil mnney nf the United States, to be paid in Fort Worth, Tarrant Counry, Texas fnr the payment of which sum weil a� truly to be made jnintly unto the Develnper and the City as dual obligees, we bind nurselves, our hevrs, executors, administrators, successors and assigns, jointly and severa.11y, funily by these presents• WH�REAS, Develnper and City have entered inta an Agreement for the construction nf commtmity facilitaes in the City of Fort Worch by and tiarou�h a Community Facilities Agreement, CFt� Number 2415-095 and 22 WI�REAS, the Principal has entered itrto a eertain written contract with the Develnper awarded 23 the , j��i, day of D� c�,�,, � rT= 2��, �'�'luch Contract is hereby referred to and made a 24 part hereof for alt purposes as � fully set fnrth herein, to fumish atl materials, equipment labor 25 and ottier accessories defined by law, in the prosecution nf the Work, including any Change 26 Orders, as provided fnr in said Cnntract designated as Paving Improvements to Serve the South 2'7 of Fourth Riverwalk Residenees Phase 2A Cr!']' OF FOR? WORTH SoutL of Fou�th Rivetwalk Resideaces Phase 2A Paving STANDAR� L7I'I'1' COND1'TIONS — DBVELOPER AWARDED PROJECTS City Project No.101597 Revised January 3I, 2012 ao6i2s-2 PROJECT RECORI7 DOCUMEN`I'S Page Z of 3 2 3 4 5 G 7 8 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfiilly perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specif�cations, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/ar City, then this obligat�on shall be and become null aand void, otherwise to remain in full farce and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern Dis#rict of Texas, Fort 9 Worth Division. 10 11 12 13 1� 15 1G 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 This bond is made and executed in compliance wit�► ihe provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHERE4F, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers an tlais the 1 S'� �, day of `�lCc, n.�,�-r , 2p to arr s�; � , ;.� �, C, � ��f �L 'ncipal) Secretary � ._._ �--��-_ Witness as to Principal PRIhtCIP,AL: NnrEh'i'exas ContractinH. Inc BY: � � Signature " 7.a h�s91i .r. Vi e Pr siden Name and Tiile Address: _ Keller, TX 76248 sux��: Arch Insurance Company BY: � ��i .��r� ]:•� �-�/ Signature Robbi Morales, Attorne��-in-fact Name and Title C!T'X OF PORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CI'T'Y CON�TTTON5 — DEVELOPER AWARDED PR07ECTS City Project No, 101597 Reviaed January 31, 2012 006125-3 PROJECT RECORD DOCUIvLENTS Page 3 of 3 1 2 4 5 6 7 8 9 10 11 12 � i ess as to Swety *Note: If signed by an officer of the Surety Company, there xnust be on file a certified extract from the by-Iaws showing that this person has autlxority to sign such obligation. If Surety's physical address is dif%rent from its mailing address, both must be provided. The date of the bond shatl not be prior to tb e date the Contract is awarded. Address: _ 5005 LBJ Freewaa� 5uite iSUU_ Dallas TX 75�44 Telephone Number: 214/989-0000 Cl'I'Y OF FORT WORTH 3outh of Fourth Riverwalk Residences Phase 2A Paving STANDARD CITY CONUTTIONS --DEVELOPER AWARDED PROJECTS City Project No. 101597 Revised January 31, 2012 BondNo. SU1169345 OOSI25-I PROJECT RECORD DOCUMENTS Page 1 of Z 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 THE STATE OF TEXAS COUNTY OF TARRA,NT SECTION 00 6Z 14 PAYMENT $OND § § KNOW ALL BY TIiE5E PRESENTS: § That we, JY�rth Texas Cont�ractin�t Inc ��o� � "Principal" herein, and Arch Insurance Companv _ �� a cozporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and fizmly boand unto the Devetoper, Fou �d �y(vania. jnc. authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporaiion ("City"), in the penal sum of Two Hundred Far�� Sf� Thnucand Four Hundre�! TweniV Five Dollars and TwentV �'ive C'gntc f� __ 246.425.25 ), tawful money of the Un.ited States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum weit and truly be made jointty unto the Developer and the City as dual obiigees, we bind ourselves, our heius, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Deveioper and City ha�e entereci intu an !�greement for the construction of community facilities in the City of Fort Worth, by and thrca��x ��omanunity Facilities Agreement, CFA Number 2015-095 aad 21 WHEREAS, Principal has entered into a certain writien Contract with Developer, awarded 22 the �� 1� day of � t C r��'� __ . 2� ��, which Contract is hereby refexred to 23 and made a part hereof for all purposes as if fuiiy set forth herein, to furnish all materials, 24 25 26 27 28 29 30 31 equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Pavinglmprovements to Serve the South af Fourth Riverwalk Residences Phase 2A NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such ttiat if Principal shatl pay alI monies awing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended} in the prosecution of the Work under the Contract, then t[1is obligation shall be and became null and void; otherwise to remain in fuli force and effect. CTTY OF FORT W4R1'H Sonth of Fourth Rivenvalk Residences Phase 2A Paving STANDARD CITY CONDITION5 — DflVELOPER AWARDED PROJECf5 Ciry Pmject No. ] 01597 Revised Jaauary 3I, 2�12 006125-2 PROJECT FtECORD DOCUMENTS Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 af the Z Texas Government Code, as amended, and all liabilities on this bond shall be deternuned in 3 accordance with the provisions o£said statute. 4 IN WITNESS WHEREU�, the Principal and 5urety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the �� day of 0 7 8 9 10 11 12 13 14 _�► � C t y�► ��:!` , 20"? rr . ATTEST: � � �� ( .•' cipal) Secretary � Witness as to Principal ATTEST: .�r�=�� (5urety) Secretary � � itness as to Surery PRINCIPAL: 1Unr1�1, To�ac Cnntrarh��. TriC. _ � �' EY: — Signature 3ach �cilier. Vice President Name and Titte Address: 4499 Kelle� Haslet Rd. _ Keiler TX 7b24R 5�.��'�.'�"� Arch Insurance Com�any _ BY: ( � S �%�� Signature Robbi Morales. Attorne�-in-fact Name and Title Address: 5005 LBJ Freewa�, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 Note: If signed by an ofixcer of the Surety, there must be on file a certified extract from the bylaws showing that this person. has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be protrided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTiI South af Fourth Riverwalk Resideaas Phase 2A Paving g��NDARD CITY CONDITIONS — DEVELOPER AWARDED PROIECTS City Pmject No. 101597 Rcvised Januazy 31, 2012 BondNo. SU1169345 ao6azs-i PROJECT RECORQ DdCUMENT3 Pagc 1 of 3 1 2 3 4 S 6 7 THE STATE OF TEXA5 COUNTY OF TARRANT SECTION 00 62 l9 MAINTENANCE BO1VD § § KNOW ALL BY THESE PRESENTS: � g That we NorthTex� on r�jn , n. , known as "Principal" herein and 9 Arch Insurance Compa� � , a corporate surety (sureties, if more than 10 one) duly autharized to do bnsiness in the State of Texas, lmown as "Surety" herein (whether one 11 ar more), are held and firmty bownd unto the Devetoper, Fourth and 5'vlvania. Inc. , authorized 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of _ Two Hundred Fortv S�r Thot�cand Foc!r Hundred Twenit--Five ,i�ollarc and Twentv-Five Cerc� {� 24b,4Z5.25 ), lawfitl money of the United Staies, to be paid in Fart Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and #heir successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, finnly by these presents. WHEREAS, Developer and City have entered inte �n .�.�reement for the oonstruction of communiry facilit�es in the City of Fort Worth by and tF�xot��h A�r,Ynrnunity Facilities Agreement, CFA Nurrsber CFA 20I8-095 and WHEREAS, the Principal has entered into a certain ��+rit�en conbrac,�t with the Developer awarded the �� day of ��+� +� ��r" , 202 a, which Contract is hereby referred to and a made part hezeof for a11 purposes as if fulty set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecutian of the Work, including any �York resulring from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as ; and WHEREAS, Principal binds itsetf to use such materials and to so construct the Work in 31 accordance with the plans, specif'ications and Contzact Documents that the Work is and will 32 remairt free from defects in materials or worlanan,sltip for and during the period of two (2) years 33 after ttze date of Final Acceptance of the Work by the City ("Maintenance Period"); and CTl'Y OF FORT WORTH South of Fourth Ttiverna[k Residences Phase 2A Paving S�'ANDARD CI7'1' CONDITIONS — DEVELpPER AWARDED PROJECTS City Pmject No. 101597 Revised January 31, 2012 006I25-2 PAOJECT RECORD DOCUMENTS Page 2 of 3 1 2 WHEREAS, Principal binds itse�f to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Develope� and/or City of the need thereof at any time wi#hin the 4 Maintenance Period. $ b 7 8 9 10 I1 12 13 14 15 16 17 18 19 Zo 21 22 23 24 NOW THEREFOItE, the condition of this obligation is such that if PrincipaI shall rernedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obiigation shall beoome nuil and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if PrincipaI shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed thai the Developer or City may cause any and a11 such defective Work to be repaired and/or reconstructed with ali associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any IegaI action be filed on this Bond, venue shall lie in Tarrant Gounty, Taxas or the United States Dis�ict Cauit �or tbe Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation sEiaii bc; con4.inuous in nature and successive recoveries may be had hereon for successive breaches. CI1"Y OF FORT WORTFi Sou� ofFourth ltiverwulk Reaidences Phase 2A Pavic�g STANDARD CITY CONDITIONS — DEVEL�PER AWARDED PRaIECTS City Projeck No. 101597 Revised January 31, 2D72 00 61 25 - 3 PROJECT RECORD DOCUMENTS Page 3 of 3 1 IN V1'�TNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the ��' day of p' r' r� ��' r 3 4 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 20_�. ATTEST: � �'. �� , (P ' cipal) Secretary 2 - Witness as to Principal ATTEST: .: � ��---- (Surety) cretary i ess as to Surety PRINCIPAT..: North Texas Contractin Inc. . f BY: Signature _ Zach Fusilier: Vice President Name and Title Address: 4999 Keller Haslet Rd. Keller. TX 76248 SURETY: Arch Insurance Com �Y: _��--J--� ?.� � �a;natuxe Robbi Morales, Attorney-in-fact f�tame and Title Ac�t3.cc�s: SQ05 LBJ Freeway. Suite 15Q0 Dallas. TX 75244 Telephone Number: 214/989-OQ00 ^ *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITX OF FORT WORTH South of Fourth Riverwaik Residences Phase 2A Paving STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJEGTS City Project No. 101597 Revised January 31, 2012 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology 1 1.1 Defined Terms ............................................................................................................................... 1 1.2 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters 6 2.1 Before Starting Construction ........................................................................................................ 6 2.2 Preconstruction Conference .......................................................................................................... 6 2.3 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending 6 3.1 Reference Standards ...................................................................................................................... 6 3.2 Amending and Supplementing Contract Documents ................................................................... 6 Article 4 – Bonds and Insurance 7 4.1 Licensed Sureties and Insurers ...................................................................................................... 7 4.2 Performance, Payment, and Maintenance Bonds ......................................................................... 7 4.3 Certificates of Insurance ............................................................................................................... 7 4.4 Contractor’s Insurance .................................................................................................................. 9 4.5 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities 12 5.1 Supervision and Superintendent ................................................................................................. 12 5.2 Labor; Working Hours ................................................................................................................ 13 5.3 Services, Materials, and Equipment ........................................................................................... 13 5.4 Project Schedule .......................................................................................................................... 14 5.5 Substitutes and “Or-Equals” ....................................................................................................... 14 5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ...................................... 16 5.7 Concerning Subcontractors, Suppliers, and Others .................................................................... 16 5.8 Wage Rates .................................................................................................................................. 18 5.9 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ........................................................................................................ 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative .................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee ........................................................................... 23 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services ............................................................................... 24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination. ...................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities. .................................................................................................................. 26 7.1 Inspections, Tests, and Approvals ............................................................................................... 26 7.2 Limitations on City’s Responsibilities ........................................................................................ 26 7.3 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ............................................................................ 27 8.1 City’s Project Representative ...................................................................................................... 27 8.2 Authorized Variations in Work ................................................................................................... 27 8.3 Rejecting Defective Work ........................................................................................................... 27 8.4 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.1 Authorized Changes in the Work ................................................................................................ 28 9.2 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................. 28 10.1 Change of Contract Price ............................................................................................................ 28 10.2 Change of Contract Time ............................................................................................................ 28 10.3 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 29 11.1 Notice of Defects ......................................................................................................................... 29 11.2 Access to Work ........................................................................................................................... 29 11.3 Tests and Inspections .................................................................................................................. 29 11.4 Uncovering Work ........................................................................................................................ 30 11.5 City May Stop the Work ............................................................................................................. 30 11.6 Correction or Removal of Defective Work ................................................................................ 30 11.7 Correction Period ........................................................................................................................ 30 11.8 City May Correct Defective Work .............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.1 Contractor’s Warranty of Title .................................................................................................... 32 12.2 Partial Utilization ........................................................................................................................ 32 12.3 Final Inspection ........................................................................................................................... 32 12.4 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work ..................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................. 33 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 Article 14 – Miscellaneous .............................................................................................................................. 34 14.1 Giving Notice .............................................................................................................................. 34 14.2 Computation of Times ................................................................................................................ 34 14.3 Cumulative Remedies ................................................................................................................. 34 14.4 Survival of Obligations ............................................................................................................... 35 14.5 Headings ...................................................................................................................................... 35 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.1 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—Theentire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans – See definition of Drawings. 24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.2 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 – PRELIMINARY MATTERS 2.1 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.2 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.3 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.1 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.2 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.1 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.2 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.3 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.4 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, occupy, or touch railroad property: a. General Aggregate: Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroadcompany is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- None None None CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.5 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.1 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.2 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.3 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.4 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.5 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.7 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract X CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.8 Wage Rates Required for this Contract. Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and X CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.9 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.1 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.2 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.3 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.1 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.2 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.3 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.4 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.1 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.2 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.1 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.2 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.3 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.1 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.2 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.3 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.4 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.5 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.6 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.7 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.8 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.1 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.2 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.3 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.4 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.1 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.2 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.3 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.4 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.5 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 00 61 25 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 SECTION 01 11 00 1 SUMMARY OF WORK 2 GENERAL 3 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 00 61 25 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 All Work shall be in accordance with railroad requirements set forth in Division 6 0 as well as the railroad permit. 7 D. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17 plants, lawns, fences, culverts, curbing, and all other types of structures or 18 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19 lines, or appurtenances thereof, including the construction of temporary fences 20 and to all other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or 22 private lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of 24 the Work. 25 b. Notices shall be applicable to both public and private utility companies and 26 any corporation, company, individual, or other, either as owners or 27 occupants, whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character 29 resulting from any act, omission, neglect, or misconduct in the manner or 30 method or execution of the Work, or at any time due to defective work, 31 material, or equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the 34 Project to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the 36 Work is not in progress and when the site is vacated overnight, and/or at all 37 times to provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 00 61 25 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 101597 Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 00 61 2519 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 SECTION 01 31 19 1 PRECONSTRUCTION MEETING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6 clarify construction contract administration procedures 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. No construction schedule required unless requested by the City. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings 21 shall be qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for 24 future reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the delivery of the 27 distribution package to the City. 28 The meeting will be scheduled and administered by the City. 29 2. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 3. Attendance shall include: 33 a. Developer and Consultant 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may 37 desire to invite or the City may request 38 00 61 2519 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 e. Other City representatives 14 f. Others as appropriate 15 4. Preliminary Agenda may include: 16 a. Introduction of Project Personnel 17 b. General Description of Project 18 c. Status of right-of-way, utility clearances, easements or other pertinent permits 19 d. Contractor’s work plan and schedule 20 e. Contract Time 21 f. Notice to Proceed 22 g. Construction Staking 23 h. Progress Payments 24 i. Extra Work and Change Order Procedures 25 j. Field Orders 26 k. Disposal Site Letter for Waste Material 27 l. Insurance Renewals 28 m. Payroll Certification 29 n. Material Certifications and Quality Control Testing 30 o. Public Safety and Convenience 31 p. Documentation of Pre-Construction Conditions 32 q. Weekend Work Notification 33 r. Legal Holidays 34 s. Trench Safety Plans 35 t. Confined Space Entry Standards 36 u. Coordination with the City’s representative for operations of existing water 37 systems 38 v. Storm Water Pollution Prevention Plan 39 w. Coordination with other Contractors 40 x. Early Warning System 41 y. Contractor Evaluation 42 z. Special Conditions applicable to the project 43 aa. Damages Claims 44 bb. Submittal Procedures 45 00 61 2519 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 cc. Substitution Procedures 1 dd. Correspondence Routing 2 ee. Record Drawings 3 ff. Temporary construction facilities 4 gg. MBE/SBE procedures 5 hh. Final Acceptance 6 ii. Final Payment 7 jj. Questions or Comments 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 END OF SECTION 19 20 Revision Log DATE NAME SUMMARY OF CHANGE 21 00 61 25 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 SECTION 01 33 00 1 DAP SUBMITTALS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General methods and requirements of submissions applicable to the following Work-6 related submittals: 7 a. Shop Drawings 8 b. Product Data (including Standard Product List submittals) 9 c. Samples 10 d. Mock Ups 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various items bid. No 19 separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24 from the requirements of the Contract Documents. 25 2. Coordination of Submittal Times 26 a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27 the related Work or other applicable activities, or within the time specified in the 28 individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by processing 30 times including, but not limited to: 31 a) Disapproval and resubmittal (if required) 32 b) Coordination with other submittals 33 c) Testing 34 d) Purchasing 35 e) Fabrication 36 f) Delivery 37 Similar sequenced activities 38 c. No extension of time will be authorized because of the Contractor's failure to 39 transmit submittals sufficiently in advance of the Work. 40 00 61 25 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such 1 sequence as to cause no delay in the Work or in the work of any other contractor. 2 B. Submittal Numbering 3 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4 reference identification numbering system in the following manner: 5 a. Use the first 6 digits of the applicable Specification Section Number. 6 b. For the next 2 digits number use numbers 01-99 to sequentially number each 7 initial separate item or drawing submitted under each specific Section number. 8 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10 submittal number would be as follows: 11 12 03 30 00-08-B 13 14 1) 03 30 00 is the Specification Section for Concrete 15 2) 08 is the eighth initial submittal under this Specification Section 16 3) B is the third submission (second resubmission) of that particular shop 17 drawing 18 C. Contractor Certification 19 1. Review shop drawings, product data and samples, including those by 20 subcontractors, prior to submission to determine and verify the following: 21 a. Field measurements 22 b. Field construction criteria 23 c. Catalog numbers and similar data 24 d. Conformance with the Contract Documents 25 2. Provide each shop drawing, sample and product data submitted by the Contractor 26 with a Certification Statement affixed including: 27 a. The Contractor's Company name 28 b. Signature of submittal reviewer 29 c. Certification Statement 30 1) “By this submittal, I hereby represent that I have determined and verified 31 field measurements, field construction criteria, materials, dimensions, 32 catalog numbers and similar data and I have checked and coordinated each 33 item with other applicable approved shop drawings." 34 D. Submittal Format 35 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36 2. Bind shop drawings and product data sheets together. 37 3. Order 38 a. Cover Sheet 39 1) Description of Packet 40 2) Contractor Certification 41 b. List of items / Table of Contents 42 c. Product Data /Shop Drawings/Samples /Calculations 43 E. Submittal Content 44 1. The date of submission and the dates of any previous submissions 45 00 61 25 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 2. The Project title and number 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 i. As applicable to the Work 27 2. Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 Provide such measurements and note on the drawings prior to submitting for 31 approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City’s Standard Product 34 List, clearly identify each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City’s Standard 36 Product List, submittal data may include, but is not necessarily limited to: 37 a. Standard prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation instructions 40 2) Availability of colors and patterns 41 3) Manufacturer's printed statements of compliances and applicability 42 4) Roughing-in diagrams and templates 43 5) Catalog cuts 44 00 61 25 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 6) Product photographs 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended spare-parts 6 listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches and 14 range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 19 fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished which 21 does not conform to approved shop drawings and data is at the Contractor's risk. 22 2. The City will not be liable for any expense or delay due to corrections or remedies 23 required to accomplish conformity. 24 3. Complete project Work, materials, fabrication, and installations in conformance with 25 approved shop drawings, applicable samples, and product data. 26 J. Submittal Distribution 27 1. Electronic Distribution 28 a. Confirm development of Project directory for electronic submittals to be uploaded 29 to City’s Buzzsaw site, or another external FTP site approved by the City. 30 b. Shop Drawings 31 1) Upload submittal to designated project directory and notify appropriate City 32 representatives via email of submittal posting. 33 2) Hard Copies 34 a) 3 copies for all submittals 35 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36 Contractor shall submit more than the number of copies listed above. 37 c. Product Data 38 1) Upload submittal to designated project directory and notify appropriate City 39 representatives via email of submittal posting. 40 2) Hard Copies 41 a) 3 copies for all submittals 42 d. Samples 43 1) Distributed to the Project Representative 44 2. Hard Copy Distribution (if required in lieu of electronic distribution) 45 46 47 00 61 25 - 5 DAP PROJECT RECORD DOCUMENTS Page 5 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 a. Shop Drawings 1 1) Distributed to the City 2 2) Copies 3 a. 8 copies for mechanical submittals 4 b. 7 copies for all other submittals 5 c. If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies 10 a) 4 copies 11 c. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved product 16 data and samples, where required, to the job site file and elsewhere as directed by 17 the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance with 22 the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors, including details, 25 dimensions, and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City does 29 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30 the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34 with all other associated work and trades, for selecting fabrication processes, for 35 techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of the 38 City and to be so minor as not to involve a change in Contract Price or time for 39 performance, the City may return the reviewed drawings without noting an exception. 40 5. Submittals will be returned to the Contractor under 1 of the following codes: 41 a. Code 1 42 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43 comments on the submittal. 44 a. When returned under this code the Contractor may release the equipment 45 and/or material for manufacture. 46 b. Code 2 47 00 61 25 - 6 DAP PROJECT RECORD DOCUMENTS Page 6 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1 notations and comments IS NOT required by the Contractor. 2 a. The Contractor may release the equipment or material for manufacture; 3 however, all notations and comments must be incorporated into the final 4 product. 5 c. Code 3 6 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7 when notations and comments are extensive enough to require a resubmittal of 8 the package. 9 a) The Contractor may release the equipment or material for manufacture; 10 however, all notations and comments must be incorporated into the final 11 product. 12 b) This resubmittal is to address all comments, omissions and non-conforming 13 items that were noted. 14 c) Resubmittal is to be received by the City within 15 Calendar Days of the 15 date of the City's transmittal requiring the resubmittal. 16 d. Code 4 17 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18 the Contract Documents. 19 a) The Contractor must resubmit the entire package revised to bring the 20 submittal into conformance. 21 b) It may be necessary to resubmit using a different manufacturer/vendor to 22 meet the Contract Documents. 23 6. Resubmittals 24 a. Handled in the same manner as first submittals 25 1) Corrections other than requested by the City 26 2) Marked with revision triangle or other similar method 27 a) At Contractor’s risk if not marked 28 b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29 1) All subsequent reviews will be performed at times convenient to the City and at 30 the Contractor's expense, based on the City's or City Representative’s then 31 prevailing rates. 32 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33 such fees invoiced by the City. 34 c. The need for more than 1 resubmission or any other delay in obtaining City's 35 review of submittals, will not entitle the Contractor to an extension of Contract 36 Time. 37 7. Partial Submittals 38 a. City reserves the right to not review submittals deemed partial, at the City’s 39 discretion. 40 b. Submittals deemed by the City to be not complete will be returned to the 41 Contractor, and will be considered "Not Approved" until resubmitted. 42 c. The City may at its option provide a list or mark the submittal directing the 43 Contractor to the areas that are incomplete. 44 8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45 change to the Contract Documents, then written notice must be provided thereof to the 46 Developer at least 7 Calendar Days prior to release for manufacture. 47 00 61 25 - 7 DAP PROJECT RECORD DOCUMENTS Page 7 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the 1 Contractor may carry out the construction in accordance therewith and no further 2 changes therein except upon written instructions from the City. 3 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4 following receipt of submittal by the City. 5 L. Mock ups 6 1. Mock Up units as specified in individual Sections, include, but are not necessarily 7 limited to, complete units of the standard of acceptance for that type of Work to be used 8 on the Project. Remove at the completion of the Work or when directed. 9 M. Qualifications 10 If specifically required in other Sections of these Specifications, submit a P.E. Certification 11 for each item required. 12 N. Request for Information (RFI) 13 1. Contractor Request for additional information 14 a. Clarification or interpretation of the contract documents 15 b. When the Contractor believes there is a conflict between Contract Documents 16 c. When the Contractor believes there is a conflict between the Drawings and 17 Specifications 18 1) Identify the conflict and request clarification 19 2. Sufficient information shall be attached to permit a written response without further 20 information. 21 22 23 24 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 00 61 25 - 8 DAP PROJECT RECORD DOCUMENTS Page 8 of 8 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August 30, 2013 1 2 3 4 PART 2 – PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 9 00 61 25 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 l. {Coordination with North Central Texas Council of Governments Clean 19 Construction Specification [remove if not required]} 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 – General Requirements 25 3. Section 33 12 25 – Connection to Existing Water Mains 26 27 1.2 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference standard 30 published at the time of the latest revision date logged at the end of this Specification, 31 unless a date is specifically cited. 32 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 33 Voltage Overhead Lines. 34 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 35 Specification 36 1.3 ADMINISTRATIVE REQUIREMENTS 37 A. Coordination with the Texas Department of Transportation 38 1. When work in the right-of-way which is under the jurisdiction of the Texas Department 39 of Transportation (TxDOT): 40 00 61 25 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 a. Notify the Texas Department of Transportation prior to commencing any work 1 therein in accordance with the provisions of the permit 2 b. All work performed in the TxDOT right-of-way shall be performed in compliance 3 with and subject to approval from the Texas Department of Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage-type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 16 requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 25 the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 30 requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA’s Permit Required for 34 Confined Spaces 35 D. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 39 to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 01 31 13 41 E. Water Department Coordination 42 43 00 61 25 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 1. During the construction of this project, it will be necessary to deactivate, for a 1 period of time, existing lines. The Contractor shall be required to coordinate with 2 the Water Department to determine the best times for deactivating and activating 3 those lines. 4 2. Coordinate any event that will require connecting to or the operation of an existing 5 City water line system with the City’s representative. 6 a. Coordination shall be in accordance with Section 33 12 25. 7 b. If needed, obtain a hydrant water meter from the Water Department for use 8 during the life of named project. 9 c. In the event that a water valve on an existing live system be turned off and 10 on to accommodate the construction of the project is required, coordinate 11 this activity through the appropriate City representative. 12 1) Do not operate water line valves of existing water system. 13 a) Failure to comply will render the Contractor in violation of Texas 14 Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 15 Contractor will be prosecuted to the full extent of the law. 16 b) In addition, the Contractor will assume all liabilities and 17 responsibilities as a result of these actions. 18 F. Public Notification Prior to Beginning Construction 19 1. Prior to beginning construction on any block in the project, on a block by block 20 basis, prepare and deliver a notice or flyer of the pending construction to the front 21 door of each residence or business that will be impacted by construction. The notice 22 shall be prepared as follows: 23 a. Post notice or flyer 7 days prior to beginning any construction activity on each 24 block in the project area. 25 1) Prepare flyer on the Contractor’s letterhead and include the following 26 information: 27 a) Name of Project 28 b) City Project No (CPN) 29 c) Scope of Project (i.e. type of construction activity) 30 d) Actual construction duration within the block 31 e) Name of the contractor’s foreman and phone number 32 f) Name of the City’s inspector and phone number 33 g) City’s after-hours phone number 34 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 35 3) Submit schedule showing the construction start and finish time for each block 36 of the project to the inspector. 37 4) Deliver flyer to the City Inspector for review prior to distribution. 38 b. No construction will be allowed to begin on any block until the flyer is delivered to 39 all residents of the block. 40 G. Public Notification of Temporary Water Service Interruption during Construction 41 1. In the event it becomes necessary to temporarily shut down water service to 42 residents or businesses during construction, prepare and deliver a notice or flyer of 43 the pending interruption to the front door of each affected resident. 44 2. Prepared notice as follows: 45 a. The notification or flyer shall be posted 24 hours prior to the temporary 46 interruption. 47 00 61 25 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 b. Prepare flyer on the contractor’s letterhead and include the following information: 1 1) Name of the project 2 2) City Project Number 3 3) Date of the interruption of service 4 4) Period the interruption will take place 5 5) Name of the contractor’s foreman and phone number 6 6) Name of the City’s inspector and phone number 7 c. A sample of the temporary water service interruption notification is attached as 8 Exhibit B. 9 d. Deliver a copy of the temporary interruption notification to the City inspector for 10 review prior to being distributed. 11 e. No interruption of water service can occur until the flyer has been delivered to all 12 affected residents and businesses. 13 f. Electronic versions of the sample flyers can be obtained from the Project 14 Construction Inspector. 15 H. Coordination with United States Army Corps of Engineers (USACE) 16 1. At locations in the Project where construction activities occur in areas where USACE 17 permits are required, meet all requirements set forth in each designated permit. 18 I. Coordination within Railroad Permit Areas 19 1. At locations in the project where construction activities occur in areas where railroad 20 permits are required, meet all requirements set forth in each designated railroad permit. 21 This includes, but is not limited to, provisions for: 22 a. Flagmen 23 b. Inspectors 24 c. Safety training 25 d. Additional insurance 26 e. Insurance certificates 27 f. Other employees required to protect the right-of-way and property of the Railroad 28 Company from damage arising out of and/or from the construction of the project. 29 Proper utility clearance procedures shall be used in accordance with the permit 30 guidelines. 31 2. Obtain any supplemental information needed to comply with the railroad’s 32 requirements. 33 J. Dust Control 34 1. Use acceptable measures to control dust at the Site. 35 a. If water is used to control dust, capture and properly dispose of waste water. 36 b. If wet saw cutting is performed, capture and properly dispose of slurry. 37 K. Employee Parking 38 1. Provide parking for employees at locations approved by the City. 39 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 40 Construction Specification [if required for the project] 41 1. Comply with equipment, operational, reporting and enforcement requirements set forth 42 in NCTCOG’s Clean Construction Specification.} 43 00 61 25 - 5 DAP PROJECT RECORD DOCUMENTS Page 5 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 00 61 25 - 6 DAP PROJECT RECORD DOCUMENTS Page 6 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF 21 THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 00 61 25 - 7 DAP PROJECT RECORD DOCUMENTS Page 7 of 7 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised August, 30, 2013 EXHIBIT B 1 2 3 4 00 61 25 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised JULY 1, 2011 SECTION 01 50 00 1 TEMPORARY FACILITIES AND CONTROLS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provide temporary facilities and controls needed for the Work including, but not 6 necessarily limited to: 7 a. Temporary utilities 8 b. Sanitary facilities 9 c. Storage Sheds and Buildings 10 d. Dust control 11 e. Temporary fencing of the construction site 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Temporary Utilities 24 1. Obtaining Temporary Service 25 a. Make arrangements with utility service companies for temporary services. 26 b. Abide by rules and regulations of utility service companies or authorities 27 having jurisdiction. 28 c. Be responsible for utility service costs until Work is approved for Final 29 Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be 34 performed and for specified tests of piping, equipment, devices or other use as 35 required for the completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic 37 consumption by Contractor personnel and City’s Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 41 00 61 25 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment as billed by City’s 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control 45 00 61 25 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the 1 project. 2 a. Contractor remains on-call at all times 3 b. Must respond in a timely manner 4 F. Temporary Protection of Construction 5 1. Contractor or subcontractors are responsible for protecting Work from damage due 6 to weather. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Temporary Facilities 22 1. Maintain all temporary facilities for duration of construction activities as needed. 23 3.5 [REPAIR] / [RESTORATION] 24 3.6 RE-INSTALLATION 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES 30 A. Temporary Facilities 31 32 33 34 00 61 25 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, 1 to a condition equal to or better than prior to start of Work. 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 00 61 25 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised July 1, 2011 SECTION 01 55 26 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 3. Section 34 71 13 – Traffic Control 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. When traffic control plans are included in the Drawings, provide Traffic 29 Control in accordance with Drawings and Section 34 71 13. 30 b. When traffic control plans are not included in the Drawings, prepare traffic 31 control plans in accordance with Section 34 71 13 and submit to City for 32 review. 33 1) Allow minimum 10 working days for review of proposed Traffic Control. 34 B. Street Use Permit 35 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36 a. To obtain Street Use Permit, submit Traffic Control Plans to City 37 Transportation and Public Works Department. 38 39 40 00 61 25 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 1) Allow a minimum of 5 working days for permit review. 14 2) Contractor’s responsibility to coordinate review of Traffic Control plans for 15 Street Use Permit, such that construction is not delayed. 16 C. Modification to Approved Traffic Control 17 1. Prior to installation traffic control: 18 a. Submit revised traffic control plans to City Department Transportation and 19 Public Works Department. 20 1) Revise Traffic Control plans in accordance with Section 34 71 13. 21 2) Allow minimum 5 working days for review of revised Traffic Control. 22 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 23 plans for Street Use Permit, such that construction is not delayed. 24 D. Removal of Street Sign 25 1. If it is determined that a street sign must be removed for construction, then contact 26 City Transportation and Public Works Department, Signs and Markings Division to 27 remove the sign. 28 E. Temporary Signage 29 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 30 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 31 Devices (MUTCD). 32 2. Install temporary sign before the removal of permanent sign. 33 3. When construction is complete, to the extent that the permanent sign can be 34 reinstalled, contact the City Transportation and Public Works Department, Signs 35 and Markings Division, to reinstall the permanent sign. 36 F. Traffic Control Standards 37 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 38 00 61 25 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised July 1, 2011 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 00 61 25 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised July 1, 2011 SECTION 01 57 13 1 STORM WATER POLLUTION PREVENTION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Procedures for Storm Water Pollution Prevention Plans 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10 Contract 11 2. Division 1 – General Requirements 12 3. Section 31 25 00 – Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 A. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 Measurement and Payment shall be in accordance with Section 31 25 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent: NOI 23 2. Notice of Termination: NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change: NOC 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Integrated Storm Management (iSWM) Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Stormwater Pollution Prevention Plan. 37 38 00 61 25 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised July 1, 2011 B. Construction Activities resulting in: 1 1. Less than 1 acre of disturbance 2 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3 Drawings. 4 2. 1 to less than 5 acres of disturbance 5 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6 Permit is required 7 b. Complete SWPPP in accordance with TCEQ requirements 8 1) TCEQ Small Construction Site Notice Required under general permit 9 TXR150000 10 a) Sign and post at job site 11 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12 Transportation and Public Works, Environmental Division, (817) 392-13 6088. 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 31 25 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817) 392-6088. 28 2) `TCEQ Notice of Change required if making changes or updates to NOI 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 31 25 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division, (817) 392-6088. 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 01 33 00, except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works, Environmental Division for review 47 48 00 61 25 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised July 1, 2011 B. Modified SWPPP 1 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - -PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City’s opinion, acceptance will require substantial revision of the original design d. In the City’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City’s document management system, or another form of distribution approved by the City. 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City’s Project Representative 4. Provide City’s Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. D. Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. E. See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 SECTION 01 66 00 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Scheduling of product delivery 6 2. Packaging of products for delivery 7 3. Protection of products against damage from: 8 a. Handling 9 b. Exposure to elements or harsh environments 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY AND HANDLING 27 A. Delivery Requirements 28 1. Schedule delivery of products or equipment as required to allow timely installation 29 and to avoid prolonged storage. 30 2. Provide appropriate personnel and equipment to receive deliveries. 31 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32 for personnel or equipment to receive the delivery. 33 34 35 36 37 38 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1 2 3 4 5 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 6 containers designed and constructed to protect the contents from physical or 7 environmental damage. 8 5. Clearly and fully mark and identify as to manufacturer, item and installation 9 location. 10 6. Provide manufacturer's instructions for storage and handling. 11 B. Handling Requirements 12 1. Handle products or equipment in accordance with these Contract Documents and 13 manufacturer’s recommendations and instructions. 14 C. Storage Requirements 15 1. Store materials in accordance with manufacturer’s recommendations and 16 requirements of these Specifications. 17 2. Make necessary provisions for safe storage of materials and equipment. 18 a. Place loose soil materials and materials to be incorporated into Work to prevent 19 damage to any part of Work or existing facilities and to maintain free access at 20 all times to all parts of Work and to utility service company installations in 21 vicinity of Work. 22 3. Keep materials and equipment neatly and compactly stored in locations that will 23 cause minimum inconvenience to other contractors, public travel, adjoining owners, 24 tenants and occupants. 25 a. Arrange storage to provide easy access for inspection. 26 4. Restrict storage to areas available on construction site for storage of material and 27 equipment as shown on Drawings, or approved by City’s Project Representative. 28 5. Provide off-site storage and protection when on-site storage is not adequate. 29 a. Provide addresses of and access to off-site storage locations for inspection by 30 City’s Project Representative. 31 6. Do not use lawns, grass plots or other private property for storage purposes without 32 written permission of owner or other person in possession or control of premises. 33 7. Store in manufacturers’ unopened containers. 34 8. Neatly, safely and compactly stack materials delivered and stored along line of 35 Work to avoid inconvenience and damage to property owners and general public 36 and maintain at least 3 feet from fire hydrant. 37 9. Keep public and private driveways and street crossings open. 38 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 39 satisfaction of City’s Project Representative. 40 a. Total length which materials may be distributed along route of construction at 41 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 42 Project Representative. 43 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 ERECTION [NOT USED] 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Tests and Inspections 12 1. Inspect all products or equipment delivered to the site prior to unloading. 13 B. Non-Conforming Work 14 1. Reject all products or equipment that are damaged, used or in any other way 15 unsatisfactory for use on the project. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION 21 A. Protect all products or equipment in accordance with manufacturer's written directions. 22 B. Store products or equipment in location to avoid physical damage to items while in 23 storage. 24 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25 the manufacturer. 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 31 32 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 2 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 6 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101597 Revised November 22, 2016 SECTION 01 70 00 1 MOBILIZATION AND REMOBILIZATION 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor’s personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor’s operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor’s personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor’s operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor’s personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor’s personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor’s personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor’s 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 6 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101597 Revised November 22, 2016 3. Mobilizations and Demobilization for Miscellaneous Projects 1 a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor’s personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor’s 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor’s personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 – General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment [Consult City Department/Division for direction on if 27 Mobilization pay item to be included or the item should be subsidiary. Include the 28 appropriate Section 1.2 A. 1.] 29 1. Mobilization and Demobilization 30 a. Measure 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 1. Mobilization and Demobilization Measure 37 1) This Item will be measured by the lump sum or each as the work 38 progresses. Mobilization is calculated on the base bid only and will not be 39 paid for separately on any additive alternate items added to the Contract. 40 2) Demobilization shall be considered subsidiary to the various bid items. 41 b. Payment 42 1) For this Item, the adjusted Contract amount will be calculated as the total 43 Contract amount less the lump sum for mobilization. Mobilization shall be 44 made in partial payments as follows: 45 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 6 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101597 Revised November 22, 2016 a) When 1% of the adjusted Contract amount for construction Items is 1 earned, 50% of the mobilization lump sum bid or 5 % of the total Contract 2 amount, whichever is less, will be paid. 3 b) When 5% of the adjusted Contract amount for construction Items is 4 earned, 75% of the mobilization lump sum bid or 7.5 % of the total 5 Contract amount, whichever is less, will be paid. Previous payments under 6 the Item will be deducted from this amount. 7 c) When 10% of the adjusted Contract amount for construction Items is 8 earned, 100% of the mobilization lump sum bid or 10% of the total 9 Contract amount, whichever is less, will be paid. Previous payments under 10 the Item will be deducted from this amount. 11 d) A bid containing a total for “Mobilization” in excess of 10 % of total 12 contract shall be considered unbalanced and a cause for consideration 13 of rejection. 14 e) The Lump Sum bid for “Mobilization – Paving” shall NOT 15 include any cost or sum for mobilization items associated with Water/ 16 Sewer items . Those costs shall be included in the various 17 Water/ Sewer bid Items. Otherwise the bid Items shall be 18 considered unbalanced and a cause for consideration of rejection. 19 f) The Lump Sum bid for “Mobilization – Paving” shall NOT 20 include any cost or sum for mobilization items associated with 21 drainage items. Those costs shall be included in the “Mobilization – 22 Drainage” Lump Sum bid Item. Otherwise the bid Items shall be 23 considered unbalanced and a cause for consideration of rejection. 24 g) The Lump Sum bid for “Mobilization – Water/Sewer” shall NOT 25 include any cost or sum for mobilization items associated with paving 26 items. Those costs shall be included in the “Mobilization – Paving” 27 Lump Sum bid Item. Otherwise the bid Items shall be considered 28 unbalanced and a cause for consideration of rejection. 29 2) The work performed and materials furnished for demobilization in 30 accordance with this Item are subsidiary to the various Items bid and no other 31 compensation will be allowed. 32 1. Mobilization and Demobilization 33 a. Measure 34 1) This item for Water/Sewer improvements is considered subsidiary to the 35 various Items bid. 36 2) “Mobilization – Paving,” “Mobilization – Drainage,” and/or “Mobilization 37 – Paving/Drainage” will be measured by the lump sum or each as the work 38 progresses. Mobilization is calculated on the base bid only and will not be 39 paid for separately on any additive alternate items added to the Contract. 40 3) Demobilization shall be considered subsidiary to the various bid items. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 for Water/Sewer improvements are subsidiary to the various Items bid and no 44 other compensation will be allowed. 45 2) “Mobilization – Paving,” “Mobilization – Drainage,” and/or “Mobilization 46 – Paving/Drainage”, the adjusted Contract amount will be calculated as the 47 total Contract amount for paving, drainage or paving/drainage improvements 48 less the lump sum for mobilization. Mobilization shall be made in partial 49 payments as follows: 50 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 6 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101597 Revised November 22, 2016 a) When 1% of the adjusted Contract amount for construction Items is 1 earned, 50% of the mobilization lump sum bid or 5 % of the total paving, 2 drainage, or paving/drainage Contract amount, whichever is less, will be 3 paid. 4 b) When 5% of the adjusted Contract amount for construction Items is 5 earned, 75% of the mobilization lump sum bid or 7.5% of the total paving, 6 drainage, or paving/drainage Contract amount, whichever is less, will be 7 paid. Previous payments under the Item will be deducted from this amount. 8 c) When 10% of the adjusted Contract amount for construction Items is 9 earned, 100% of the mobilization lump sum bid or 10% of the total paving, 10 drainage, or paving/drainage Contract amount, whichever is less, will be 11 paid. Previous payments under the Item will be deducted from this amount. 12 d) A bid containing a total for “Mobilization” in excess of 10 % of total 13 paving, drainage or paving/drainage contract shall be considered 14 unbalanced and a cause for consideration of rejection. 15 3) The work performed and materials furnished for demobilization in 16 accordance with this Item are subsidiary to the various Items bid and no other 17 compensation will be allowed. 18 2. Remobilization for suspension of Work as specifically required in the Contract 19 Documents 20 a. Measurement 21 1) Measurement for this Item shall be per each remobilization performed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under “Measurement” will be paid for at the unit 25 price per each “Specified Remobilization” in accordance with Contract 26 Documents. 27 c. The price shall include: 28 1) Demobilization as described in Section 1.1.A.2.a.1) 29 2) Remobilization as described in Section 1.1.A.2.a.2) 30 d. No payments will be made for standby, idle time, or lost profits associated this 31 Item. 32 3. Remobilization for suspension of Work as required by City 33 a. Measurement and Payment 34 1) This shall be submitted as a Contract Claim in accordance with Article 10 35 of Section 00 72 00. 36 2) No payments will be made for standby, idle time, or lost profits associated 37 with this Item. 38 4. Mobilizations and Demobilizations for Miscellaneous Projects 39 a. Measurement 40 1) Measurement for this Item shall be for each Mobilization and 41 Demobilization required by the Contract Documents 42 b. Payment 43 1) The Work performed and materials furnished in accordance with this Item 44 and measured as provided under “Measurement” will be paid for at the unit 45 price per each “Work Order Mobilization” in accordance with Contract 46 Documents. Demobilization shall be considered subsidiary to mobilization 47 and shall not be paid for separately. 48 c. The price shall include: 49 01 70 00 - 5 MOBILIZATION AND REMOBILIZATION Page 5 of 6 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101597 Revised November 22, 2016 1) Mobilization as described in Section 1.1.A.3.a.1) 1 2) Demobilization as described in Section 1.1.A.3.a.2) 2 d. No payments will be made for standby, idle time, or lost profits associated this 3 Item. 4 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 5 a. Measurement 6 1) Measurement for this Item shall be for each Mobilization and 7 Demobilization required by the Contract Documents 8 b. Payment 9 1) The Work performed and materials furnished in accordance with this Item 10 and measured as provided under “Measurement” will be paid for at the unit 11 price per each “Work Order Emergency Mobilization” in accordance with 12 Contract Documents. Demobilization shall be considered subsidiary to 13 mobilization and shall not be paid for separately. 14 c. The price shall include 15 1) Mobilization as described in Section 1.1.A.4.a) 16 2) Demobilization as described in Section 1.1.A.3.a.2) 17 d. No payments will be made for standby, idle time, or lost profits associated this 18 Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS [NOT USED] 30 PART 3 - EXECUTION [NOT USED] 31 END OF SECTION 32 33 Revision Log DATE NAME SUMMARY OF CHANGE 01 70 00 - 6 MOBILIZATION AND REMOBILIZATION Page 6 of 6 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101597 Revised November 22, 2016 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. 1 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 SECTION 01 71 23 1 CONSTRUCTION STAKING AND SURVEY 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Requirements for construction staking and construction survey 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. See Changes (Highlighted in Yellow). 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Construction Staking 14 a. Measurement 15 1) This Item is considered subsidiary to the various Items bid. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item are subsidiary to the various Items bid and no other compensation will 19 be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item are subsidiary to the various Items bid and no other compensation will be 26 allowed. 27 3. As-Built Survey 28 a. Measurement 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 35 36 37 38 39 40 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 1.3 REFERENCES 1 A. Definitions 2 1. Construction Survey - The survey measurements made prior to or while 3 construction is in progress to control elevation, horizontal position, dimensions and 4 configuration of structures/improvements included in the Project Drawings. 5 2. As-built Survey –The measurements made after the construction of the 6 improvement features are complete to provide position coordinates for the features 7 of a project. 8 3. Construction Staking – The placement of stakes and markings to provide offsets 9 and elevations to cut and fill in order to locate on the ground the designed 10 structures/improvements included in the Project Drawings. Construction staking 11 shall include staking easements and/or right of way if indicated on the plans. 12 4. Survey “Field Checks” – Measurements made after construction staking is 13 completed and before construction work begins to ensure that structures marked on 14 the ground are accurately located per Project Drawings. 15 B. Technical References 16 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17 website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19 on City’s Buzzsaw website). 20 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22 Surveying in the State of Texas, Category 5 23 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. The Contractor’s selection of a surveyor must comply with Texas Government 26 Code 2254 (qualifications based selection) for this project. 27 1.5 SUBMITTALS 28 A. Submittals, if required, shall be in accordance with Section 01 33 00. 29 B. All submittals shall be received and reviewed by the City prior to delivery of work. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Field Quality Control Submittals 32 1. Documentation verifying accuracy of field engineering work, including coordinate 33 conversions if plans do not indicate grid or ground coordinates. 34 2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35 (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36 37 1.7 CLOSEOUT SUBMITTALS 38 B. As-built Redline Drawing Submittal 39 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1 constructed improvements signed and sealed by Registered Professional Land 2 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3 – Survey Staking Standards) . 4 2. Contractor shall submit the proposed as-built and completed redline drawing 5 submittal one (1) week prior to scheduling the project final inspection for City 6 review and comment. Revisions, if necessary, shall be made to the as-built redline 7 drawings and resubmitted to the City prior to scheduling the construction final 8 inspection. 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Construction Staking 12 1. Construction staking will be performed by the Contractor. 13 2. Coordination 14 a. Contact City and Developer’s Project Representative at least one week in 15 advance notifying the City of when Construction Staking is scheduled. 16 b. It is the Contractor’s responsibility to coordinate staking such that 17 construction activities are not delayed or negatively impacted. 18 3. General 19 a. Contractor is responsible for preserving and maintaining stakes. If City 20 surveyors or Developer’s Project Representative are required to re-stake for 21 any reason, the Contractor will be responsible for costs to perform staking. If 22 in the opinion of the City, a sufficient number of stakes or markings have been 23 lost, destroyed disturbed or omitted that the contracted Work cannot take place 24 then the Contractor will be required to stake or re-stake the deficient areas. 25 B. Construction Survey 26 1. Construction Survey will be performed by the Contractor. 27 2. Coordination 28 a. Contractor to verify that horizontal and vertical control data established in the 29 design survey and required for construction survey is available and in place. 30 3. General 31 a. Construction survey will be performed in order to construct the work shown 32 on the Construction Drawings and specified in the Contract Documents. 33 b. For construction methods other than open cut, the Contractor shall perform 34 construction survey and verify control data including, but not limited to, the 35 following: 36 1) Verification that established benchmarks and control are accurate. 37 2) Use of Benchmarks to furnish and maintain all reference lines and grades 38 for tunneling. 39 3) Use of line and grades to establish the location of the pipe. 40 4) Submit to the City copies of field notes used to establish all lines and 41 grades, if requested, and allow the City to check guidance system setup prior 42 to beginning each tunneling drive. 43 5) Provide access for the City, if requested, to verify the guidance system and 44 the line and grade of the carrier pipe. 45 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 6) The Contractor remains fully responsible for the accuracy of the work and 1 correction of it, as required. 2 7) Monitor line and grade continuously during construction. 3 8) Record deviation with respect to design line and grade once at each pipe 4 joint and submit daily records to the City. 5 9) If the installation does not meet the specified tolerances (as outlined in 6 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7 the installation in accordance with the Contract Documents. 8 C. As-Built Survey 9 1. Required As-Built Survey will be performed by the Contractor. 10 2. Coordination 11 a. Contractor is to coordinate with City to confirm which features require as-12 built surveying. 13 b. It is the Contractor’s responsibility to coordinate the as-built survey and 14 required measurements for items that are to be buried such that construction 15 activities are not delayed or negatively impacted. 16 c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17 to physically measure depth and mark the location during the progress of 18 construction and take as-built survey after the facility has been buried. The 19 Contractor is responsible for the quality control needed to ensure accuracy. 20 3. General 21 a. The Contractor shall provide as-built survey including the elevation and 22 location (and provide written documentation to the City) of construction 23 features during the progress of the construction including the following: 24 1) Water Lines 25 a) Top of pipe elevations and coordinates for waterlines at the following 26 locations: 27 (1) Minimum every 250 linear feet, including 28 (2) Horizontal and vertical points of inflection, curvature, 29 etc. 30 (3) Fire line tee 31 (4) Plugs, stub-outs, dead-end lines 32 (5) Casing pipe (each end) and all buried fittings 33 2) Sanitary Sewer 34 a) Top of pipe elevations and coordinates for force mains and siphon 35 sanitary sewer lines (non-gravity facilities) at the following locations: 36 (1) Minimum every 250 linear feet and any buried fittings 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 3) Stormwater – Not Applicable 40 b. The Contractor shall provide as-built survey including the elevation and 41 location (and provide written documentation to the City) of construction 42 features after the construction is completed including the following: 43 1) Manholes 44 a) Rim and flowline elevations and coordinates for each manhole 45 2) Water Lines 46 a) Cathodic protection test stations 47 b) Sampling stations 48 c) Meter boxes/vaults (All sizes) 49 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 d) Fire hydrants 1 e) Valves (gate, butterfly, etc.) 2 f) Air Release valves (Manhole rim and vent pipe) 3 g) Blow off valves (Manhole rim and valve lid) 4 h) Pressure plane valves 5 i) Underground Vaults 6 (1) Rim and flowline elevations and coordinates for each 7 Underground Vault. 8 3) Sanitary Sewer 9 a) Cleanouts 10 (1) Rim and flowline elevations and coordinates for each 11 b) Manholes and Junction Structures 12 (1) Rim and flowline elevations and coordinates for each 13 manhole and junction structure. 14 4) Stormwater – Not Applicable 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY 18 PART 2 - PRODUCTS 19 A. A construction survey will produce, but will not be limited to: 20 1. Recovery of relevant control points, points of curvature and points of intersection. 21 2. Establish temporary horizontal and vertical control elevations (benchmarks) 22 sufficiently permanent and located in a manner to be used throughout construction. 23 3. The location of planned facilities, easements and improvements. 24 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25 areas, utilities, streets, highways, tunnels, and other construction. 26 b. A record of revisions or corrections noted in an orderly manner for reference. 27 c. A drawing, when required by the client, indicating the horizontal and vertical 28 location of facilities, easements and improvements, as built. 29 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30 construction staking projects. These cut sheets shall be on the standard city template 31 which can be obtained from the Survey Superintendent (817-392-7925). 32 5. Digital survey files in the following formats shall be acceptable: 33 a. AutoCAD (.dwg) 34 b. ESRI Shapefile (.shp) 35 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36 standard templates, if available) 37 6. Survey files shall include vertical and horizontal data tied to original project 38 control and benchmarks, and shall include feature descriptions 39 PART 3 - EXECUTION 40 3.1 INSTALLERS 41 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 A. Tolerances: 1 1. The staked location of any improvement or facility should be as accurate as 2 practical and necessary. The degree of precision required is dependent on many 3 factors all of which must remain judgmental. The tolerances listed hereafter are 4 based on generalities and, under certain circumstances, shall yield to specific 5 requirements. The surveyor shall assess any situation by review of the overall plans 6 and through consultation with responsible parties as to the need for specific 7 tolerances. 8 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10 1.0 ft. tolerance. 11 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13 walkways shall be located within the confines of the site boundaries and, 14 occasionally, along a boundary or any other restrictive line. Away from any 15 restrictive line, these facilities should be staked with an accuracy producing no 16 more than 0.05ft. tolerance from their specified locations. 17 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18 electric lines, shall be located horizontally within their prescribed areas or 19 easements. Within assigned areas, these utilities should be staked with an 20 accuracy producing no more than 0.1 ft tolerance from a specified location. 21 e. The accuracy required for the vertical location of utilities varies widely. Many 22 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23 should be maintained. Underground and overhead utilities on planned profile, 24 but not depending on gravity flow for performance, should not exceed 0.1 ft. 25 tolerance. 26 B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27 specifications or in compliance to standards. The City reserves the right to request a 28 calibration report at any time and recommends regular maintenance schedule be 29 performed by a certified technician every 6 months. 30 1. Field measurements of angles and distances shall be done in such fashion as to 31 satisfy the closures and tolerances expressed in Part 3.1.A. 32 2. Vertical locations shall be established from a pre-established benchmark and 33 checked by closing to a different bench mark on the same datum. 34 3. Construction survey field work shall correspond to the client’s plans. Irregularities 35 or conflicts found shall be reported promptly to the City. 36 4. Revisions, corrections and other pertinent data shall be logged for future reference. 37 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.4 APPLICATION 41 3.5 REPAIR / RESTORATION 42 A. If the Contractor’s work damages or destroys one or more of the control 43 monuments/points set by the City or Developer’s Project Representative, the monuments 44 shall be adequately referenced for expedient restoration. 45 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 1. Notify City or Developer’s Project Representative if any control data needs to be 1 restored or replaced due to damage caused during construction operations. 2 a. Contractor shall perform replacements and/or restorations. 3 b. The City or Developer’s Project Representative may require at any time a 4 survey “Field Check” of any monument or benchmarks that are set be verified 5 by the City surveyors or Developer’s Project Representative before further 6 associated work can move forward. 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL 9 A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10 City or Developer’s Project Representative in accordance with this Specification. This 11 includes easements and right of way, if noted on the plans. 12 B. Do not change or relocate stakes or control data without approval from the City. 13 3.8 SYSTEM STARTUP 14 A. Survey Checks 15 1. The City reserves the right to perform a Survey Check at any time deemed 16 necessary. 17 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18 relieve the contractor of his/her responsibility for accuracy. 19 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised February 14, 2018 measurement criteria; revised list of items requiring as-built survey “during” and “after” construction; and revised acceptable digital survey file format 1 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 SECTION 01 74 23 1 CLEANING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Intermediate and final cleaning for Work not including special cleaning of closed 6 systems specified elsewhere 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various Items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. 33 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cleaning Agents 6 1. Compatible with surface being cleaned 7 2. New and uncontaminated 8 3. For manufactured surfaces 9 a. Material recommended by manufacturer 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION [NOT USED] 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING 23 A. General 24 1. Prevent accumulation of wastes that create hazardous conditions. 25 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26 governing authorities. 27 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28 storm or sanitary drains or sewers. 29 4. Dispose of degradable debris at an approved solid waste disposal site. 30 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31 alternate manner approved by City and regulatory agencies. 32 33 34 35 36 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re-seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 3 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 SECTION 01 77 19 1 CLOSEOUT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 1. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.5 SUBMITTALS 25 A. Submit all required documentation to City’s Project Representative. 26 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 PAT 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 CLOSEOUT PROCEDURE 8 A. Prior to requesting Final Inspection, submit: 9 1. Project Record Documents in accordance with Section 01 78 39 10 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 13 C. Final Inspection 14 1. After final cleaning, provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will make an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection, the City will notify the Contractor, in 18 writing within 10 business days, of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City, that the required Work has been completed. Upon receipt 25 of this notice, the City, in the presence of the Contractor, will make a subsequent 26 Final Inspection of the project. 27 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 40 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection 1 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2 E. Supporting Documentation 3 1. Coordinate with the City Project Representative to complete the following 4 additional forms: 5 a. Final Payment Request 6 b. Statement of Contract Time 7 c. Affidavit of Payment and Release of Liens 8 d. Consent of Surety to Final Payment 9 e. Pipe Report (if required) 10 f. Contractor’s Evaluation of City 11 g. Performance Evaluation of Contractor 12 F. Letter of Final Acceptance 13 1. Upon review and acceptance of Notice of Project Completion and Supporting 14 Documentation, in accordance with General Conditions, City will issue Letter of 15 Final Acceptance and release the Final Payment Request for payment. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 SECTION 01 78 23 1 OPERATION AND MAINTENANCE DATA 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Product data and related information appropriate for City's maintenance and 6 operation of products furnished under Contract 7 2. Such products may include, but are not limited to: 8 a. Traffic Controllers 9 b. Irrigation Controllers (to be operated by the City) 10 c. Butterfly Valves 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Schedule 23 1. Submit manuals in final form to the City within 30 calendar days of product 24 shipment to the project site. 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27 approved by the City prior to delivery. 28 1.6 INFORMATIONAL SUBMITTALS 29 A. Submittal Form 30 1. Prepare data in form of an instructional manual for use by City personnel. 31 2. Format 32 a. Size: 8 ½ inches x 11 inches 33 b. Paper 34 1) 40 pound minimum, white, for typed pages 35 2) Holes reinforced with plastic, cloth or metal 36 c. Text: Manufacturer’s printed data, or neatly typewritten 37 38 39 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 d. Drawings 25 1) Provide reinforced punched binder tab, bind in with text 26 2) Reduce larger drawings and fold to size of text pages. 27 e. Provide fly-leaf for each separate product, or each piece of operating 28 equipment. 29 1) Provide typed description of product, and major component parts of 30 equipment. 31 2) Provide indexed tabs. 32 f. Cover 33 1) Identify each volume with typed or printed title "OPERATING AND 34 MAINTENANCE INSTRUCTIONS". 35 2) List: 36 a) Title of Project 37 b) Identity of separate structure as applicable 38 c) Identity of general subject matter covered in the manual 39 3. Binders 40 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 41 b. When multiple binders are used, correlate the data into related consistent 42 groupings. 43 4. If available, provide an electronic form of the O&M Manual. 44 B. Manual Content 45 1. Neatly typewritten table of contents for each volume, arranged in systematic order 46 a. Contractor, name of responsible principal, address and telephone number 47 b. A list of each product required to be included, indexed to content of the volume 48 c. List, with each product: 49 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 1) The name, address and telephone number of the subcontractor or installer 1 2) A list of each product required to be included, indexed to content of the 2 volume 3 3) Identify area of responsibility of each 4 4) Local source of supply for parts and replacement 5 d. Identify each product by product name and other identifying symbols as set 6 forth in Contract Documents. 7 2. Product Data 8 a. Include only those sheets which are pertinent to the specific product. 9 b. Annotate each sheet to: 10 1) Clearly identify specific product or part installed 11 2) Clearly identify data applicable to installation 12 3) Delete references to inapplicable information 13 3. Drawings 14 a. Supplement product data with drawings as necessary to clearly illustrate: 15 1) Relations of component parts of equipment and systems 16 2) Control and flow diagrams 17 b. Coordinate drawings with information in Project Record Documents to assure 18 correct illustration of completed installation. 19 c. Do not use Project Record Drawings as maintenance drawings. 20 4. Written text, as required to supplement product data for the particular installation: 21 a. Organize in consistent format under separate headings for different procedures. 22 b. Provide logical sequence of instructions of each procedure. 23 5. Copy of each warranty, bond and service contract issued 24 a. Provide information sheet for City personnel giving: 25 1) Proper procedures in event of failure 26 2) Instances which might affect validity of warranties or bonds 27 C. Manual for Materials and Finishes 28 1. Submit 5 copies of complete manual in final form. 29 2. Content, for architectural products, applied materials and finishes: 30 a. Manufacturer's data, giving full information on products 31 1) Catalog number, size, composition 32 2) Color and texture designations 33 3) Information required for reordering special manufactured products 34 b. Instructions for care and maintenance 35 1) Manufacturer's recommendation for types of cleaning agents and methods 36 2) Cautions against cleaning agents and methods which are detrimental to 37 product 38 3) Recommended schedule for cleaning and maintenance 39 3. Content, for moisture protection and weather exposure products: 40 a. Manufacturer's data, giving full information on products 41 1) Applicable standards 42 2) Chemical composition 43 3) Details of installation 44 b. Instructions for inspection, maintenance and repair 45 D. Manual for Equipment and Systems 46 1. Submit 5 copies of complete manual in final form. 47 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 2. Content, for each unit of equipment and system, as appropriate: 1 a. Description of unit and component parts 2 1) Function, normal operating characteristics and limiting conditions 3 2) Performance curves, engineering data and tests 4 3) Complete nomenclature and commercial number of replaceable parts 5 b. Operating procedures 6 1) Start-up, break-in, routine and normal operating instructions 7 2) Regulation, control, stopping, shut-down and emergency instructions 8 3) Summer and winter operating instructions 9 4) Special operating instructions 10 c. Maintenance procedures 11 1) Routine operations 12 2) Guide to "trouble shooting" 13 3) Disassembly, repair and reassembly 14 4) Alignment, adjusting and checking 15 d. Servicing and lubrication schedule 16 1) List of lubricants required 17 e. Manufacturer's printed operating and maintenance instructions 18 f. Description of sequence of operation by control manufacturer 19 1) Predicted life of parts subject to wear 20 2) Items recommended to be stocked as spare parts 21 g. As installed control diagrams by controls manufacturer 22 h. Each contractor's coordination drawings 23 1) As installed color coded piping diagrams 24 i. Charts of valve tag numbers, with location and function of each valve 25 j. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 k. Other data as required under pertinent Sections of Specifications 28 3. Content, for each electric and electronic system, as appropriate: 29 a. Description of system and component parts 30 1) Function, normal operating characteristics, and limiting conditions 31 2) Performance curves, engineering data and tests 32 3) Complete nomenclature and commercial number of replaceable parts 33 b. Circuit directories of panelboards 34 1) Electrical service 35 2) Controls 36 3) Communications 37 c. As installed color coded wiring diagrams 38 d. Operating procedures 39 1) Routine and normal operating instructions 40 2) Sequences required 41 3) Special operating instructions 42 e. Maintenance procedures 43 1) Routine operations 44 2) Guide to "trouble shooting" 45 3) Disassembly, repair and reassembly 46 4) Adjustment and checking 47 f. Manufacturer's printed operating and maintenance instructions 48 g. List of original manufacturer's spare parts, manufacturer's current prices, and 49 recommended quantities to be maintained in storage 50 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 h. Other data as required under pertinent Sections of Specifications 1 4. Prepare and include additional data when the need for such data becomes apparent 2 during instruction of City's personnel. 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE 6 A. Provide operation and maintenance data by personnel with the following criteria: 7 1. Trained and experienced in maintenance and operation of described products 8 2. Skilled as technical writer to the extent required to communicate essential data 9 3. Skilled as draftsman competent to prepare required drawings 10 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 19 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 SECTION 01 78 39 1 PROJECT RECORD DOCUMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Work associated with the documenting the project and recording changes to project 6 documents, including: 7 a. Record Drawings 8 b. Water Meter Service Reports 9 c. Sanitary Sewer Service Reports 10 d. Large Water Meter Reports 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.3 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24 City’s Project Representative. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Accuracy of Records 30 1. Thoroughly coordinate changes within the Record Documents, making adequate 31 and proper entries on each page of Specifications and each sheet of Drawings and 32 other Documents where such entry is required to show the change properly. 33 2. Accuracy of records shall be such that future search for items shown in the Contract 34 Documents may rely reasonably on information obtained from the approved Project 35 Record Documents. 36 37 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1 information that the change has occurred. 2 4. Provide factual information regarding all aspects of the Work, both concealed and 3 visible, to enable future modification of the Work to proceed without lengthy and 4 expensive site measurement, investigation and examination. 5 1.10 STORAGE AND HANDLING 6 A. Storage and Handling Requirements 7 1. Maintain the job set of Record Documents completely protected from deterioration 8 and from loss and damage until completion of the Work and transfer of all recorded 9 data to the final Project Record Documents. 10 2. In the event of loss of recorded data, use means necessary to again secure the data 11 to the City's approval. 12 a. In such case, provide replacements to the standards originally required by the 13 Contract Documents. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 RECORD DOCUMENTS 19 A. Job set 20 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22 B. Final Record Documents 23 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24 the City 1 complete set of all Final Record Drawings in the Contract. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 MAINTENANCE DOCUMENTS 32 A. Maintenance of Job Set 33 1. Immediately upon receipt of the job set, identify each of the Documents with the 34 title, "RECORD DOCUMENTS - JOB SET". 35 36 37 38 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 2. Preservation 1 a. Considering the Contract completion time, the probable number of occasions 2 upon which the job set must be taken out for new entries and for examination, 3 and the conditions under which these activities will be performed, devise a 4 suitable method for protecting the job set. 5 b. Do not use the job set for any purpose except entry of new data and for review 6 by the City, until start of transfer of data to final Project Record Documents. 7 c. Maintain the job set at the site of work. 8 3. Coordination with Construction Survey 9 a. At a minimum clearly mark any deviations from Contract Documents 10 associated with installation of the infrastructure. 11 4. Making entries on Drawings 12 a. Record any deviations from Contract Documents. 13 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14 change by graphic line and note as required. 15 c. Date all entries. 16 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17 e. In the event of overlapping changes, use different colors for the overlapping 18 changes. 19 5. Conversion of schematic layouts 20 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21 ducts, and similar items, are shown schematically and are not intended to 22 portray precise physical layout. 23 1) Final physical arrangement is determined by the Contractor, subject to the 24 City's approval. 25 2) However, design of future modifications of the facility may require 26 accurate information as to the final physical layout of items which are 27 shown only schematically on the Drawings. 28 b. Show on the job set of Record Drawings, by dimension accurate to within 1 29 inch, the centerline of each run of items. 30 1) Final physical arrangement is determined by the Contractor, subject to the 31 City's approval. 32 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33 ceiling plenum", "exposed", and the like). 34 3) Make all identification sufficiently descriptive that it may be related 35 reliably to the Specifications. 36 c. The City may waive the requirements for conversion of schematic layouts 37 where, in the City's judgment, conversion serves no useful purpose. However, 38 do not rely upon waivers being issued except as specifically issued in writing 39 by the City. 40 B. Final Project Record Documents 41 1. Transfer of data to Drawings 42 a. Carefully transfer change data shown on the job set of Record Drawings to the 43 corresponding final documents, coordinating the changes as required. 44 b. Clearly indicate at each affected detail and other Drawing a full description of 45 changes made during construction, and the actual location of items. 46 c. Call attention to each entry by drawing a "cloud" around the area or areas 47 affected. 48 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH South of Fourth Riverwalk Residences Phase 2A Paving STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Proj No. 101597 Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure 1 longevity and clear reproduction. 2 2. Transfer of data to other Documents 3 a. If the Documents, other than Drawings, have been kept clean during progress of 4 the Work, and if entries thereon have been orderly to the approval of the City, 5 the job set of those Documents, other than Drawings, will be accepted as final 6 Record Documents. 7 b. If any such Document is not so approved by the City, secure a new copy of that 8 Document from the City at the City's usual charge for reproduction and 9 handling, and carefully transfer the change data to the new copy to the approval 10 of the City. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 25 26 GEOTECHNICAL ENGINEERING STUDY PAVEMENTIMPROVEMENTS GALVEZ AVENUE & S. RAYNER STREET FORT WORTH, TEXAS Presented To: Fourth & Sylvania, Inc. October 2017 PROJECT NO. 2557-17-02 �� 7636 Pebble Drive ENGINEERING, INC. FortWorth, Texas 76118 www.cmjengr.com October 3, 2017 Report No. 2557-17-02 Fourth & Sylvania, Inc. 400 S. Rayner Street Fort Worth, Texas 76111 Attn: Mr. Brad Worley GEOTECHNICAL ENGINEERING STUDY PAVEMENTIMPROVEMENTS GALVEZ AVENUE & S. RAYNER STREET FORT WORTH, TEXAS Dear Mr. Worley: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was perFormed in general accordance with CMJ Proposal 17-6593 dated August 30, 2017. Geotechnical services were authorized on August 30, 2017. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 / Matthew W. Kammerdiener, P.E. Project Engineer Texas No. No. 127818 � -�•�.•- •, ,' � � ��.. •.ti� 1 t ' � :* ! � *�;��•�.��.��......:.* �AITMEW W. KAMNIEADIENE� � ............................. �� 127�8 ' ' .�� (� �� •�....•••'d� � `,�� c` t'I .� � (' � � / � � Q �-- "� Ja es P. Sappington, IV, P.E. Seriior Engineer Texas No. 97402 copies submitted: (2) Mr. Brad Worley; Fourth & Sylvania, Inc. (email & mail) (1) Mr. Joseph LaCroix; Baird Hampton & Brown (email) Phone (817) 284-9400 Fa�c (817) 589-9993 Metro (817) 589-9992 TABLE OF CONTENTS 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Paqe INTRODU CTI ON --------------------------------------------------------------------------------------------------------1 FIELD EXPLORATION AND LABORATORYTESTING------------------------------------------------------2 S U B S U R FAC E C O N D I T I O N S--------------------------------------------------------------------------------------- 3 PAVEMENTDESIGN --------------------------------------------------------------------------------------------------4 EARTHWORK-----------------------------------------------------------------------------------------------------------9 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------13 REPORTCLOSURE -------------------------------------------------------------------------------------------------14 APPENDIX A Plan of Borings --------------------------------------------- Unified Soil Classification System---------------------- Key to Classification and Symbols--------------------- Logs of Borings --------------------------------------------- Soluble Sulfate Test Results ---------------------------- Lime Series Test Results--------------------------------- APPENDIX B Pavement Thickness Design Plate ------------------------------------------------A.1 ------------------------------------------------A. 2 ---------------------------------------- -------A.3 ---------------------------Q-------A.4 — A.5 ---------------------------------------------- -A.6 -------------Q----------------------------A. 7 Plate -B.1 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of the total reconstruction of Galvez Avenue from S. Sylvania Avenue to S. Rayner Street and S. Rayner Street south of Galvez Avenue. This investigation meets the requirements of the City of Fort Worth Pavement Design Manual dated January 2015. Plate A.1, Plan of Borings, depicts the project vicinity and approximate locations of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop recommendations for the type or types of pavement subgrade preparation and modification, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structure could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 2557-17-02 CMJ ENGINEERING, INC. 1 Units used in the report are based on the English system and may include tons per square foot (tsfl, kips (1 kip = 1,000 pounds), kips per square foot (ks�, pounds per square foot (psfl, pounds per cubic foot (pcfl, and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration SubsurFace materials at the project site were explored by two (2) vertical soil borings drilled to a depth of 10 feet below existing grades. The borings were drilled with truck mounted drilling equipment using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 and A.5 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Disturbed samples of the noncohesive granular materials were obtained utilizing a nominal 2-inch O.D. split-barrel (split-spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split-spoon sampler into the material. The number of blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. Report No. 2557-17-02 CMJ ENGINEERING, INC. %� 2.2 Laboratory Testing Laboratory soil tests were perFormed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content and unit weight tests were perFormed. Results of the laboratory classification tests, moisture content and unit weight tests conducted for this project are included on the boring logs. Two soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate-induced heaving potential of the soils. Sulfate-induced heaving can cause detrimental volumetric changes to a calcium-based additive modified subgrade. The result of the sulfate tests are presented on Plate A.7. One Eades and Grim Lime Series test was perFormed on a selected sample to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series tests are presented on Plate A.8. The above laboratory tests were perFormed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurFace strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurFace stratigraphy encountered in the borings are discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surFace present at the time of the investigation, and the boundaries between the various soil types are approximate. Pavement is present at the surFace in Borings B-1 and B-2 consisting of 2'/z to 3�/z inches of asphalt. Underlying soils encountered consist dark brown, brown, light reddish brown and gray sandy clays, silty sandy clays and clayey sands. The various sandy clays and clayey sands typically contain gravel and occasionally contain ironstone nodules. The various clay soils varied from soft to hard (soil basis) in consistency, with pocket penetrometer readings of 0.5 to greater than 4.5 tsf. The various clay soils had tested Liquid Limits (LL) ranging Report No. 2557-17-02 C1�IJ ENGINEERING, INC. 3 from 33 to 39 with Plasticity Indices (PI) of 15 to 23, are classified as SC and CL by the USCS. Dry unit weight values varied from 95 to 109 pcf. Tan, brown and light brown sand and gravel were next present in Borings B-1 and B-2 at a depth of 5 feet and continued through boring termination at a depth of 10 feet. The sand and gravel were medium dense to dense with in consistency with Standard Penetration (N) values of 16 to 45 blows for 1 foot of penetration. 3.2 Ground-Water Observations The borings were drilled using continuous flight augers in order to observe ground-water seepage during drilling. Seepage was noted during drilling in Boring B-2 at a depth of 5 feet. A water level of 4 feet was measured at completion in Boring B-2. Boring B-2 caved at 8 feet at completion. Ground-water seepage was not encountered during drilling or at completion in Boring B-1. While it is not possible to accurately predict the magnitude of subsurFace water fluctuation that might occur based upon these short-term observations, it should be recognized that ground-water conditions will vary with fluctuations in rainfall. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground-water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 PAVEMENT DESIGN 4.1 Pavement Subgrade Considerations The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade perFormance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Report No. 2557-17-02 CMJ ENGINEERING, INC. 4 Anticipated subgrade materials generally consist of low to moderately plastic sandy clays. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. 4.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements on the order of 1 to 1'h inches are estimated. Movements in excess of the estimated value can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 4.3 Sulfate-Induced Heaving Soluble sulfate testing was conducted to check for sulfate-induced heaving potential. Sulfate- induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts-per-million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples were less than 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended. The single treatment is described in Section 4.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate-induced heaving condition. Report No. 2557-17-02 CMJ ENGINEERING, INC. 5 4.4 Pavement Subgrade Preparation 5.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas. According to the City of Fort Worth Pavement Design Manual, January 2015, Appendix A, Section 5.2, lime treatment should be used for soils with PI's in excess of 11. A visual observation of the pavement subgrade should be considered following rough grading to determine specific materials which are present that would benefit from the addition of lime. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment weighing approximately 25 tons. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 5.0. The stabilized pavement subgrade should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), between minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. The presence of gravel in the surficial soils can complicate mixing of the soil and lime. It is recommended a minimum of 6 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 27 pounds per square yard for a 6-inch depth based on a soil dry unit weight of 100 pcf. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. 4.4.2 Subprade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surFace water during earthwork operations, and surFace water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surFace vegetation and debris. Report No. 2557-17-02 CMJ ENGINEERING, INC. � SurFace drainage is critical to the perFormance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 5.6. 4.5 Pavement Sections Pavement analyses were performed using methods outlined in the AASHTO Guide for Desiqn of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadway. Subgrade Soils ........................................................ Sandy Clay Design Life .............................................................. 25 years Initial Serviceability ..................................................4.5 Terminal Serviceability ............................................ 2.25 Reliability................................................................. 85% Overall Deviation ..................................................... 0.39 Load Transfer Coefficient ........................................ 3.0 Drainage Coefficient ................................................ 1.0 Design CBR (raw subgrade) .................................... 3 Design CBR (lime treated) ....................................... 15 Loss of Support ....................................................... 0 Concrete Modulus of Elasticity ................................ 4,000,000 psi Concrete Modulus of Rupture .................................. 620 psi The following rigid and flexible pavement sections are provided for a Residential—Urban (high volume) classification per Table 3.1 of the referenced City of Fort Worth Pavement Design Manual. Detailed pavement design calculations and assumptions are presented on Plate B.1. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Report No. 2557-17-02 CMj ENGINEERING, INC. 7 Pavement Section Street Growth Design Thickness Material Classification Factor ESAL (in.) 6%Z Portland Cement Concrete Residential — Urban 6 Lime Stabilized Subgrade or (high volume) 0.5% 929,570 Flexible Base 4.6 Pavement Material Requirements Material and process specifications are required to be in accordance with the City of Fort Worth Pavement Design Manual, January 2015. These specifications generally include the following references to TxDOT Standard Specifications for Construction of Highways, Streets and Bridqes, 2014 Edition. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 6'/z-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual. Hot Mix Asphaltic Concrete SurFace Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subqrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Report No. 2557-17-02 CMJ ENGINEERING, INC. 8 Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. 4.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 1% inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 5.0 EARTHWORK 5.1 General The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. It is noted that the surficial soils consist of sandy clays underlain by more granular clayey sands and sands. The more granular materials may be difficult to compact, and can be difficult from a trafficability standpoint, particularly when wet. Also during periods of inclement weather these soils can become saturated and subject to pumping. This may require undercutting to a firm subgrade and blending them with more clayey soils. Report No. 2557-17-02 CMJ ENGINEERING, INC. '0 5.2 Placement and Compaction, General Fill Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on-site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 35 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. Report No. 2557-17-02 CMJ ENGINEERING, INC. 10 5.3 Excavations for Utilities It is anticipated that the various soil materials encountered in the borings can be excavated using conventional earthwork equipment. Where more granular clayey sands, sands or gravels are present, caving may occur due to the low-plasticity nature of these materials and with the presence of ground-water encountered in select borings with depth. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. The trench excavations should be perFormed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. 5.4 Trench Dewatering As discussed in Section 3.2, Ground-water Observations, ground-water conditions can vary with seasonal fluctuations in rainfall. In the case that ground-water is encountered such as encountered in Boring B-2, controlling the ground-water is essential to construction of the proposed utility lines. Failure to control any encountered ground-water could result in excavation collapse, excavation bottom heave, an unstable bottom and detrimental pipeline settlement and pipe deflections after backfilling. Ground-water levels should be maintained at least two feet below the base of the excavation for the full term of construction. Protection of the open excavations should Report No. 2557-17-02 CMJ ENGINEERING, INC. 11 be provided during periods of moderate to heavy rainfall, as surFace water will most likely channel and collect in the excavations. The water level should be lowered prior to excavatinq and should be maintained at this lowered level until the pipe trench is backfilled. In select areas, seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that water infiltration rates are high, it will likely become necessary to install a more elaborate dewatering system responsibility. 5.5 Trench Backfill The design of any dewatering system required is the contractor's Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 5.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 5.6 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. Any pavement structure (concrete, base course material or stabilized subgrade) should extend a minimum of 12 inches beyond the edge of any excavation trench. This additional width of pavement structure greatly reduces the potential for reflective cracking upwards into the pavement. Report No. 2557-17-02 CMJ ENGINEERING, INC. 12 Proper backfilling of the soils will result in no undue settlement of backfill material and resulting differential movement between the natural soils and backfill trench. If a high class bedding material or backfill material is desired, a lean concrete will limit water intrusion into the trench and will not require compaction after placement. In addition, to limit settlement, where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the intrusion of fines into the crushed stone material. 5.7 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 5.8 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurFace conditions. In the analysis, the geotechnical engineer must assume the subsurFace conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurFace conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these Report No. 2557-17-02 CMJ ENGINEERING, I1vc. 13 construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. 7.0 REPORT CLOSURE The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurFace conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and Report No. 2557-17-02 CMJ ENGINEERING, INC. 14 cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurFace conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurFace conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can� review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surFace water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should Report No. 2557-17-02 CMJ E1vG11vEER11vG, I1vc. 15 indicate that this study was made for design purposes only and that verification of the subsurFace conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Fourth & Sylvania, Inc. and their consultants for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. * * * * Report No. 2557-17-02 CMJ ENGINEERING, INC. 16 PLAN OF BORINGS Galvez Avenue and S. Rayner Street Fort Worth, TexasA.1PlateCMJ Project No. 2557-17-02 Pavement Investigation CM J ENGINEERING, INC. LEGEND: Boring Location B-2 SOURCE: GOOGLE EARTH, 2017. IMAGERY DATE: 1/25/2017 B-1 GALVEZ AVENUE LAWNWOOD STREET S. SYLVANIA AVENUEFT. WORTH BRANCH (TRINTY TRAILS SYSTEM)S. RAYNER STREET Major Divisions Sym: Typical Names Laboratory Classification Criteria a� �, Well-graded gravels, gravel- �, z m � c GW sand mixtures, little or no � c� D60- greater than 4: C�= --�D30�----- between 1 and 3 ,cn @ p fines •o ��o �io x �so c �� ' p.0 cn v o � �� ,N � � Poorly graded gravels, gravel � � � � N `��° � c� � GP sand mixtures, little or no m c�n �� Not meeting all gradation requirements for GW � `� `� °ui a� fines � n: v �6 > j �`p 'cn iv (� � a � @ 0 � U �� o� � o Silt ravels, ravel-sand-silt � ��? ;= Liquid and Plastic limits o z� Y g 9 N :� Liquid and plastic limits c•� @�,�, E GM �; •�, below "A" line or P.I. o �@ �@ N mix tures Z� :� greater than 4 p lotting in hatc he d zone z @� �� .� ;� between 4 and 7 are � � � .@ `" � • N borderline cases `� .`6c a� � o N o �@ Li uid and Plastic limits o� �' >�' Clayey gravels, gravel-sand- �N N `" a „,. . requiring use of dual �� o @ Q GC c : a� above A' line with P.I. a 6, � � Q clay mixtures �@ Z : c s ymbols � @ ¢ � � : � greater than 7 � •N cn �� : a �_ � � O � : : O a� •`—�° °' � Well-graded sands, gravelly '- � : ; °p �60 ��3o�z � � @ � � SW � � ; ; ; C� ----- greater than 6: �� -------------- between 1 and 3 o@ � �� sands, little or no fines @�, �,o ��o X �so U� cn c@n c o� o � • � O � ._ � : � � N a`6i �, Poorly graded sands; m° �; �; � m�N v� SP gravell y sands, little or no c N � c°', : Not meetin g all gradation re quirements for SW � � � �� ' fines °� �Q�, c a`•N p o a�y c •�-� (n U � � N p) � � � 0 o Z �� SM Silty sands, sand-silt @ � �� Liquid and Plastic limits ,,.., �� o � a� �,; �- �- c� below 'A' line or P.I. less Liquid and plastic limits E @ @ �., � mixtures �, � � u� � � �� @� ` Q o� o o than 4 plotting between 4 and 7 @ �� a o� J�� are borderline cases � �•c`�—, � .� �� Liquid and Plastic limits requiring use of dual o � Q SC C l a y e y s a n d s, s a n d- c l a y ��.� above "A" line with P.I. sym bo ls � Q mixtures a� Q'� �, �, � greater than 7 0 � U Inorganic silts and very fine sands, rock flour, silty or �o^� ML clayey fine sands, or clayey �, @ silts with slight plasticity '� � so � c—`�, � Inorganic clays of low to •�, � � medium plasticity, gravelly o �,� CL clays, sandy clays, silty 5 N �- clays, and lean clays � � � - CH Z a.. .`6c v OL Organic silts and organic silty 4 �, ` clays of low plasticity X 'o � �' � � @ C �� o Inorganic silts, micaceous or N 30 �@ •`� � MH diatomaceous fine sandy or �0 OH a d MH °' •`—�° m silty soils, elastic silts a .�P c � N � � @ @ ` 2 � v � CL o �� Inorganic clays of high � � a, CH plasticity, fat clays � � � �. @ (n = ML a d OL ,� a 4 ' � a- Organic clays of inedium to 0 o v OH hi h lasticit or anic silts o �o zo 3o ao 5o so �o ao so �oo � 9 p Y� 9 Liquid Limit U �@,`� Peat and other highly organic Plasticit Chart Y = o o Pt soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES �� GRAVEL LEAN CLAY LIMESTONE m e • � •• SAND � ••� SANDY — SHALE . � •� . . — . SILT SILTY ' . SANDSTONE � HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils �Mo�e ma� 5o�io Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ COaI'SE GI'aI11Ed SOI�S (More than 50% Retained on No. 200 Sieve) Penetration Resistancs Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded : Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project Pavement Improvements - Galvez & S. Rayner CMJ ENGINEERING INC. 2557-17-02 B-� Fort Worth, TX Location Water Observations See Plate A.1 No seepage encountered during drilling; dry at completion Completion Completion Depth 10.0' Date g_12-17 Surface Elevation Type CFA LL � � � . s o- prn N c li � LL �n a c o o ._ -o •- o � � Stratum Description o � � mo � w � � � = N `� 0 0 � � � �� y �= z' ��'N N� -o _ _ � pU na C� � 3 �� N> '� •- �n `= N uxi .N c�- N � E j ul C1 0�u? �.a� �E � E �-o 0 o c� c o 0 �' �' m�-I- �-fn JJ dJ d C �U �J �Ud ASPHALT, 2.5 inches thick 2.0 33 18 15 13 SILTY SANDY CLAY, light reddish brown, brown 4.5+ 11 109 and gray, w/ gravel and ironstone nodules, stiff to 4.5+ 11 hard 4.5+ 10 5 4.5+ 7 SAND AND GRAVEL, tan and light brown, medium dense to dense 24 , :.: � LOG OF BORING NO. B-1 PLAT� A.4 Project No. Boring No. Project Pavement Improvements - Galvez & S. Rayner CMJ ENc�NEER�Nc�Nc. 2557-17-02 B-2 Fort Worth, TX Location Water Observations � See Plate A.1 Seepage at 5' during drilling; water at 4' at completion Completion Completion Depth 10.0' Date g_12-17 Surface Elevation Type CFA � o � � s � �- � N . � lL p. j� � O.0 0 0 � � N 6 o�� Stratum Description o o�� o � o.� � � z�.� � N in �� j ;p _ - _ x N p U o."� �i � �i C y> 7- N= N N .N C +' �j U� j w C� a m�? m.� �E � E �-o 0 o cs c o 0 � � ma� acn �� n.� a= �c> >� �c>a ASPHALT, 3.5 inches thick 0.5 16 SANDY CLAY, dark brown and brown, w/ gravel, 2.75 39 16 23 18 95 soft to stiff 1.75 14 CLAYEY SAND, brown, w/ gravel 1.5 19 2.5 8 5 - SAND AND GRAVEL, brown and light brown, 16 medium dense to dense 21 - cave-in at 8' at completion 45 10. ------- � � 0 F 0 l7 � � U a C? 4 � � � N c� z � 0 m LL � o LOG OF BORING NO. B-2 PLATE A.5 SOLUBLE SULFATE TEST RESULTS Project: Pavement Improvements Galvez Avenue & S. Rayner Street Fort Worth, Texas Project No.: 2557-17-02 Boring Depth Material Soluble No. (ft.) Sulfates (ppm) B-1 1-2 Silty Sandy Clay <100 B-2 3'/"-1 Sandy Clay <100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.6 LIME SERIES TEST RESULTS Project: Pavement Improvements Galvez Avenue & S. Rayner Street Fort Worth, Texas Project No.: 2557-17-02 Boring No.: B-2 Depth: 1' to 2' Material: Sandy Clay Percent Lime pH 0 8.61 2 12.45 4 12.52 6 12.65 8 12.67 10 12.68 CMJ ENGINEERING, INC. PLATE A.7 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Pavement Design Agency: Company: Fourth & Sylvania, Inc. Contractor: CMJ Engineering, Inc. Project Description: Galvez Ave & S. Rayner St. Location: Fort Worth, Texas Rigid Pavement DesignlEvaluation PCC Thickness Design ESALs Reliability Overall Deviation Modulus of Rupture Modulus of Elasticity 6.21 inches 929,570.00 85.00 percent 0.39 620 psi 4,000,000 psi Load Transfer, J Mod. Subgrade Reaction, k Drainage Coefficient, Cd Initial Seroiceability Terminal Seroiceability 3.00 210 psilin 1.00 4.50 2.25 Modulus of Subqrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 4,118 psi Resilient Modulus of the Subbase 12,392 psi Subbase Thickness 6.00 inches Depth to Rigid Foundation feet Loss of Support Value (0,1,2,3) 10/3/2017 10:25:22 AM Modulus of Subgrade Reaction 209.60 psilin Engineer: MK PLATE B.1